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Final Report Agreement T2696-11 Task 618.1
Low Impact Stormwater Treatment Methods
APPLICATION OF A SIMPLIFIED ANALYSIS METHOD FOR NATURAL DISPERSION OF HIGHWAY STORMWATER
RUNOFF
by Mitch Reister, Hydraulics Engineer David Yonge, Professor
WSDOT – North Central Region Civil and Environmental Engineering
Washington State University Pullman, WA 99164
Washington State Transportation Center (TRAC) Washington State University
Civil & Environmental Engineering PO Box 642910
Pullman, WA 99164-2910
Washington State Department of Transportation Technical Monitor A. Navickis-Brasch
Technical Contact, WSDOT
Prepared for
Washington State Transportation Commission Department of Transportation
and in cooperation with U.S. Department of Transportation
Federal Highway Administration
August 2005
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TECHNICAL REPORT STANDARD TITLE PAGE 1. REPORT NO. 2. GOVERNMENT ACCESSION NO. 3. RECIPIENT'S CATALOG NO.
WA-RD 618.1
4. TITLE AND SUBTITLE 5. REPORT DATE
APPLICATION OF A SIMPLIFIED ANALYSIS METHOD FOR NATURAL DISPERSION OF HIGHWAY STORMWATER RUNOFF
August 19, 2005
6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT NO.
Mitch Reister and David Yonge 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO.
Washington State Transportation Center (TRAC) CEE Department; Sloan Hall, Room 101 11. CONTRACT OR GRANT NO.
Washington State University T2696-11 Pullman, WA 99164-2910 12. SPONSORING AGENCY NAME AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED
Research Office WSDOT Transportation Building, MS 7370
Final Report
Olympia, Washington 98504-7370 14. SPONSORING AGENCY CODE
Rhonda Brooks, Project Manager, (360) 705-7945 15. SUPPLEMENTARY NOTES
This report was conducted in cooperation with the U.S. Department of Transportation, Federal highway Administration.
16. ABSTRACT
This paper focuses on evaluating natural dispersion runoff infiltration performance by utilizing simulated rainfall/runoff data collected using a field-scale rainfall simulator coupled with a numerical model to study the effects of slope length, angle, and impervious contributory area on natural dispersion applications. A simplified equation was established, termed the LID Design Equation, to analyze natural dispersion performance based on multiple variables that can be determined for site specific conditions, allowing highway engineers to tailor natural dispersion requirements to various locations throughout Washington. Furthermore, the research and resulting evaluation procedure indicate that current evaluation procedures for the use of natural dispersion as a viable stormwater quantity control strategy are not physically accurate.
17. KEY WORDS 18. DISTRIBUTION STATEMENT
Low impact, infiltration, highway runoff, stormwater runoff, natural dispersion
No restriction. This document is available to the public through the National Technical Information Service, Springfield, VA 22616
19. SECURITY CLASSIF. (of this report)
20. SECURITY CLASSIF. (of this page) 21. NO. OF PAGES 22. PRICE
None None 361
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DISCLAIMER
The contents of this report reflect the views of the authors, who are responsible for the facts
and the accuracy of the data presented herein. The contents do not necessarily reflect the official
views or policies of the Washington State Transportation Commission, Department of
Transportation, or the Federal Highway Administration. This report does not constitute a
standard, specification, or regulation.
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CONTENTS
EXECUTIVE SUMMARY ........................................................................................................... VI
INTRODUCTION AND BACKGROUND ................................................................................... 1 Current LID Design Guidance for Highway Stormwater Mitigation.................................. 3 Current Research Goals ....................................................................................................... 6
EXPERIMENTAL METHODS...................................................................................................... 8 Field Experiments................................................................................................................ 8 Numerical Modeling.......................................................................................................... 19
RESULTS AND DISCUSSION................................................................................................... 22 Static Site Monitoring........................................................................................................ 22 Mobile Rainfall Simulation ............................................................................................... 25 Numerical Modeling.......................................................................................................... 30 Simplified Modeling Procedure......................................................................................... 31
CONCLUSIONS........................................................................................................................... 41
LITERATURE CITED ................................................................................................................. 44
APPENDICES .............................................................................................................................. 51
FIGURES
Figure 1. Remote Monitoring Site Layout..................................................................................... 9
Figure 2. Tipping Bucket Flow Meter w/Onset (HOBO) Data Logger .............................................. 11
Figure 3. US-2 Remote Monitoring Site (Spokane) .................................................................... 11
Figure 4. SR-270 Remote Monitoring Site (Pullman) ................................................................. 12
Figure 5. I-90 Remote Monitoring Site (North Bend) ................................................................. 12
Figure 6. Mobile Simulation Schematic ...................................................................................... 16
Figure 7. Mobile Simulation Schematic (Profile)........................................................................ 16
Figure 8. Mobile Simulation Plot (US-395) ................................................................................ 18
Figure 9. Slot Drain Installation................................................................................................... 18
Figure 10. Rainfall/Runoff Hydrograph - Test 6 ......................................................................... 32
Figure 11. Rainfall/Runoff Hydrograph - Test 16 ....................................................................... 33
Figure 12. Comparison of Model and Equation 6 for Steady-State Runoff ................................ 35
Figure 13. Cumulative Infiltration Across LID Length (Single-Intensity 30 Minute Event)...... 38
Figure 14. Modeled Cumulative Infiltration Across LID Length (36-Hour Storm )................... 38
TABLES
Table 1. Current Natural Dispersion Guidelines............................................................................ 6
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Table 2. Remote Monitoring Site Field Dimensions ................................................................... 10
Table 3. Caltrans RVTS Study (CALTRANS 20003)................................................................. 25
Table 4. Mobile Simulation Test Summary................................................................................. 27
Table 5. Recommended Infiltration Rates Based on ASTM D422 (WSDOT 2004)................... 28
Table 6. Current LID Application Requirements vs. Equation 7 ................................................ 40
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EXECUTIVE SUMMARY
Stormwater quantity control has long been a challenge for highway designers.
Traditionally centralized best management practice (BMP) designs are often cost prohibitive and
inefficient in many rural highway applications. The use of existing vegetated rights of way as a
method of treating stormwater, a component of the broader stormwater treatment concept more
generally referred to as “low impact development” (LID), has become a primary focus of the
Washington State Department of Transportation. In order to adequately design and utilize such
stormwater management controls, however, further research and correlation between numerical
infiltration/runoff models and field experiments were needed. This paper focuses on evaluating
natural dispersion runoff infiltration performance by utilizing simulated rainfall/runoff data
collected using a field-scale rainfall simulator coupled with a numerical model to study the
effects of slope length, angle, and impervious contributory area on natural dispersion
applications. A simplified equation was established, termed the LID Design Equation, to analyze
natural dispersion performance based on multiple variables that can be determined for site
specific conditions, allowing highway engineers to tailor natural dispersion requirements to
various locations throughout Washington. Furthermore, the research and resulting evaluation
procedure indicate that current evaluation procedures for the use of natural dispersion as a viable
stormwater quantity control strategy are not physically accurate.
Specifically, it was determined that:
• Over the range of slopes and system specific conditions studied, runoff did not correlate
positively to slope (i.e., higer runoff was not observed at higher slopes). Most importantly,
the current design guidline requiring LID slopes to be not steeper than 7:1 is not justified.
Application of this guidline eliminates many areas that have been shown to yield
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accepatble levels of LID infiltration performance or increases the LID length well beyond
what is necessary at many roadside locations.
• Saturated conductivity (Ks) was found to be the most critical design parameter. Required
minimum values of Ks (102 mm/hr) found in existing natural dispersion guidance were
found to be not physically based, again eliminating areas that are well suited for LID
application or resulting in LID lengths greater than needed in some situations.
As a result of this research, a simplied, user friendly design equation (LID Design Equation)
was developed and shown to be an accurate means of determining LID length by comparison to
field data and calibrated model simulations using a finite difference solution to the
hydrodynamic wave equaiton dynamically coupled with the Green-Ampt infiltration equation.
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INTRODUCTION AND BACKGROUND
Development and urbanization is a primary cause of many adverse environmental impacts in
the United States and abroad. One critical aspect of these impacts is related to stormwater runoff
from man-made impervious areas, such as buildings, subdivisions, parking lots, and roadways
(Booth and Jackson 1997; Lee and Heaney 2003; USEPA 2000) . Many research efforts have
been undertaken in recent years to determine the characteristics of stormwater impacts on the
natural environment; it has been generally concluded that stormwater from pollution generating
impervious surfaces (PGIS) must be mitigated to ensure that the quantity and quality of that
runoff will not further degrade baseline environmental conditions (Booth et al. 2002; Lee and
Heaney 2003; Massman 2003; Tilley et al. 2003; USEPA 2000; WSDOE 2001; WSDOE 2004).
Traditional methods of stormwater runoff quantity treatment from PGIS have focused on
centralized detention-based best management practices (BMPs) that reduce the amount of
stormwater released from a developed site (Prince George's County 1999). Stormwater quality
treatment – which targets pollutant removal from the runoff water – has also utilized systems that
focus primarily on detention and precipitation of pollutants by settling of suspended solids,
sometimes coupled with biological processes at centralized locations (Massman 2003). These
traditional methods, while generally effective in achieving established treatment goals, have
various drawbacks – particularly maintenance and property costs – which encourage
environmental engineers and scientists to search for alternative methods of stormwater
mitigation. Studies have shown that detention based BMPs inhibit the natural recharge of
groundwater to localized areas, may not meet new stormwater regulations imposed by state and
federal agencies, and are very susceptible to performance problems when maintenance practices
are neglected (Massman 2003; Prince George's County 1999).
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A relatively recent concept in stormwater management is emerging as a result of increased
interest placed on stormwater impacts by regulatory agencies and the public. Known as “low
impact development” (LID), this new technology first pioneered by Price George’s County in
Maryland utilizes natural drainage and infiltration systems coupled with engineered site designs
to treat stormwater runoff quantity and quality at or near the PGIS that contributes runoff (Prince
George's County 1999). By using decentralized treatment regimes such as rain gardens, grass
filter strips, or natural bioretention cells located adjacent to runoff producing PGIS, the focus of
LID is to reduce conveyance costs (i.e. pipe, catch basins), provide low-maintenance treatment
areas, and improve the aesthetic aspect of stormwater management in urban areas. Although
originally envisioned for use in urban development, LID principles show promise for
incorporation into transportation facilities as an economical and environmentally sound
stormwater management practice (Tilley et al. 2003; USEPA 2000).
Methods of stormwater mitigation are comprised of two basic elements: stormwater quality
treatment (to improve the runoff water quality by reducing contaminant concentrations) and
stormwater quantity treatment (to reduce the total volume of stormwater resulting from
conversion of permeable soils to impermeable pavements). Numerous studies and research
efforts have been performed in recent years to determine the performance and design
characteristics of many of the LID strategies currently being used for highway stormwater
treatment (Backstrom 2003; Barber et al. 2003; Barrett et al. 1998b; Barrett et al. 1998a;
CALTRANS 2003; Cristina and Sansalone 2003; Deletic 2001h; Deletic 2004; Dierkes and
Geiger 1999; Kaighn and Yu 1996; Mikkelsen et al. 1997; Munoz-Carpena et al. 1999a; Prince
George's County 1999; Sansalone 2004; Tilley et al. 2003; United States EPA 2000; USEPA
2000; Yonge 2000; Yonge and Newberry 1996). A vast majority of work found in the literature
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is focused on quality treatment of highway runoff; most generally regarding contaminant and
sediment retention capabilities of roadside grassed swales and filter strips designed for runoff
quality treatment. However, in many roadway settings the attenuation of the total volume of
highway stormwater runoff is of particular interest, especially in rural areas where the extensive
linearity and length associated with the highway system preclude the efficient and practical use
of more traditional centralized detention-based quantity control facilities (i.e. detention and
infiltration ponds and constructed wetlands). Centralized BMPs such as these are problematic in
the rural highway system as containment and conveyance of runoff must first be achieved in
order to transport the stormwater to the quantity and/or quality treatment facility. These systems,
with their numerous components necessary to ensure effectiveness (curb and gutters, catch
basins, drain pipes, detention ponds, and overflow outfalls) have relatively high continuous
maintenance needs and have been subject to numerous failure issues due to poorly estimated
design infiltration rates and hydraulic conveyance issues (Massman 2003). Detention-based
quantity control BMPs have also been shown to be marginal in their ability to protect
downstream receiving waters and also ineffective in groundwater recharge (Booth et al. 2002;
Booth and Jackson 1997; Massman 2003). The use of LID BMP design in lieu of traditional
stormwater treatment is beneficial not only in its more aesthetic acceptance by the public but also
in its ability to reduce maintenance needs and increase groundwater recharge (Prince George's
County 1999; USEPA 2000).
Current LID Design Guidance for Highway Stormwater Mitigation
General Quality/Quality Control Current design guidance available for highway design use in Washington State can be found
in several documents, including the Washington State Department of Ecology’s (WSDOE)
Stormwater Management Manual for Western Washington, Stormwater Management Manual for
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Eastern Washington, and the WSDOT’s Highway Runoff Manual. Numerous design parameters
have been established in these and other guidance sources for the use of LID principles such as
grassed filter strips, grassed swales, infiltration/exfiltration trenches, and amended soils for the
treatment of stormwater quality (contaminant retention) adjacent to the roadway edge (WSDOE
2001; WSDOE 2004; WSDOT 2004b). As mentioned previously, the amount of research
specific to quality treatment using LID methods is extensive and the basis for design criteria
associated with these BMPs is understandable. However, the use of these types of BMPs for the
total containment of highway runoff (quantity control) is not well documented in the literature;
as a result, the design guidance as currently established in Washington State’s stormwater
manuals is not fundamentally based, but rather engineering “judgment” and existing runoff
quality treatment guidelines have been used for guideline development (Personal
Communication – Steve Foley, King County Water and Land Resources Division, Seattle WA.,
October 2003; Personal Communication – Karen Dinicola, WSDOE Municipal Stormwater Unit,
Olympia WA., October 2003; Unpublished Meeting Notes – WSDOT, LID Credit Committee
Meeting, Olympia WA., October 2004). As a result, the use of existing quantity control LID
design guidance may be suspect in its applicability and effectiveness.
Natural Dispersion
As a quantity control LID measure, “natural dispersion” is the process of treating
stormwater by infiltration in roadside areas immediately adjacent to the roadway edge.
Dispersive measures include the interception of sheet flow runoff along the length of the
roadway without containment or conveyance and allowing for the hydrologic capacity of the
roadside soils to effectively infiltrate the stormwater (WSDOT 2004b). Current natural
dispersion design guidance provided by WSDOE and WSDOT is summarized in Table 1.
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WSDOT is encouraged to incorporate LID methods to treat stormwater runoff volumes on
rural linear transportation facilities; however, several of the natural dispersion design parameters
included in the guidance sources eliminate the use of this method at most highway locations in
Washington State. The specific requirements for slope angles and saturated hydraulic
conductivity (Ks, L/T) for the adjacent roadside treatment areas (hereafter termed “LID areas”)
may be too conservative and are not easily achievable within highway rights-of-way. While the
benefits (both economic and hydrologic) of using natural dispersion on rural transportation
facilities are apparent, the applicable design methods used to determine their suitability are
questionable.
Of particular interest to highway designers is the slope requirement necessary to achieve
effective natural dispersion. As stated in the WSDOT Highway Runoff Manual, side slopes for
LID treatment areas can not exceed a 7:1 horizontal/vertical ratio (WSDOT 2004b), although
slopes preceding LID areas (but not included in the overall LID length) can by 4:1.
Unfortunately, the 7:1 slope requirement eliminates the incorporation of roadway embankments
into the total LID area available within the existing rights of way (WSDOT 2004a). Design
slopes for roadway embankments are between 6:1 and 2:1 for most applications, with an
overwhelming majority of slopes flatter than 4:1 being located on major divided highways and
interstates (WSDOT 2004a). Rationale behind limiting the LID treatment area slope to 7:1 or
less is based primarily on two factors: slopes included in previous research efforts for the use of
grassy swales for roadway runoff quality control rarely exceeded 10:1 (Backstrom 2003; Barrett
et al. 1998d; Deletic 2001g; Deletic 2004; Munoz-Carpena et al. 1999b; Yonge 2000), and
concern over erosion and flow concentration on slopes greater than those already deemed
acceptable for use as quality control facilities (WSDOT 2004b). As mentioned previously
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however, according to the WSDOT Highway Runoff Manual, roadway side-slopes upstream
from an acceptable LID area can be as steep as 4:1 (WSDOT 2004b). This fact brings into
question the concern over flow concentration on steeper slopes as being a viable issue.
Table 1. Current Natural Dispersion Guidelines WSDOE -
Stormwater Management Manual
for Eastern Washington (2004)
WSDOE - Stormwater Management Manual
for Western Washington (2001)
WSDOT - Highway Runoff Manual (2004)
Impervious Area Slope: <15% <15% <15%
LID Area Slope:
12.5:1 (8%) or increase LID length by 1.5 ft per 1% increase in
slope above 8%
12.5:1 (8%) or increase LID length by 1.5 ft per
1% increase in slope above 8%
7:1 (14%) max.
Length Ratio (impervious/LI
D area):
10 ft for first 20 ft of impervious; 5 ft for
each additional 20 ft or fraction thereof
10 ft for first 20 ft of impervious; 5 ft for
each additional 20 ft or fraction thereof
10 ft for first 20 ft of impervious; ratio of 4:1 for each additional foot of impervious thereafter
Infiltration Rate (in/hr):
N/A N/A 4 in/hr min.
Current Research Goals
For reasons stated above, the Washington State Department of Transportation has been very
interested in determining the applicability and performance of LID methods for use in rural
areas. The WSDOT manages over 18,000 lane miles of highway in Washington State, a majority
of which are located in rural areas (CH2M-Hill Staff 2001; WSDOT Transportation Data
Homepage 2004). As a budgetary item, the agency’s biennial investment in stormwater
treatment related to design and maintenance approaches $10M, with no good estimate on actual
construction and right-of-way costs associated with these activities (CH2M-Hill 2001). In an
effort to control these costs and investigate methods of improving stormwater treatment
efficiency, the WSDOT maintains an ongoing research and development program to pursue new
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and innovative ways to handle stormwater generated on its facilities. Of key importance in these
efforts is the determination of stormwater quantity treatment effectiveness of existing roadside
embankments, specifically the use of natural dispersion. The use of typical roadway
embankments is presently not allowed by the current design guidance.
Without regulatory guidance allowing for the inclusion of roadway embankments as a
practical runoff quantity control strategy, hydrologic modeling of such embankments would be
necessary to demonstrate their effectiveness or their inclusion into the natural dispersion design
criteria. According to WSDOT however, there is a lack of modeling methods currently available
to quantify stormwater losses along roadside areas due to natural dispersive and infiltrative
mechanisms; a situation which potentially leads to the design of excessively large detention
facilities if they are required (Yonge 2003). The effects of scale are equally important to
hydrologic analysis as previous research has shown (Joel et al. 2002a). Use of traditional runoff
modeling equations such as The Rational Method can result in significant error when analyzing
smaller catchments similar to those found along roadside areas. A better methodology based on
actual field data and modeling is needed.
The purpose of this research project was to investigate the relationship between roadway
embankment slope (length and angle), soil properties (soil texture, vegetative cover, and
hydraulic conductivity), rainfall intensities, and contributory impervious area (roadway width) to
infiltration and runoff. Coupled with field data, a numerical model capable of analyzing
dispersed stormwater runoff from roadway pavements (and the infiltration of that runoff into
roadway embankments) was also incorporated into the analysis; this allowed for extrapolation of
empirical data to various roadway and environmental situations. The final results of the research
show that existing guidelines for the incorporation of natural dispersion are inaccurate for many
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roadway configurations in rural areas of Washington State and also, based on the data collected
during this study, the concern over negative effects of increased slope on the capabilities of the
LID area to attenuate highway runoff are unwarranted.
EXPERIMENTAL METHODS
The investigational approach of this study included two primary efforts: (1) field
experiment data collection and (2) numerical model calibration and validation. By using two
separate methods it was anticipated that the computer simulation could be calibrated and verified
by the field data, allowing for further investigation of the effects of the various parameters
(rainfall intensity, roadway width, LID area length, soil properties, and slope angle) beyond the
constraints of the field experiments using the computer model. Determination of a simplified
relationship between the design parameters, capable of being applied by highway design
professionals without the need for extensive computer modeling, was also a primary
consideration of the chosen research methodology.
Field Experiments
The first task to be completed was the data collection component, which consisted of two
strategies: obtaining real-world rainfall/runoff data at select highway locations (static site
monitoring) and generating synthetic data using a rainfall/runoff simulation method at various
other locations (simulation). At all locations, “natural” roadway embankments (i.e. those
embankments not specifically designed for stormwater treatment such as grassed swales or filter
strips) were analyzed to determine their runoff treatment capabilities. By using both actual
rainfall/runoff data and simulated data, the relationships between actual natural dispersion
performance and that observed in simulation could be determined. Although the primary
objective of the field experiments was to verify and calibrate the computer model (described in a
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subsequent section titled Numerical Modeling), it could be argued that relying completely on
field simulation data may not represent the realities of the natural events.
Static Site Monitoring Static site monitoring was accomplished by the selection of three separate highway locations
in Washington State with differing soil and climactic characteristics. Two sites were located in
eastern Washington; Site 1 was located on US-2 north of Spokane (MP 298.4), Site 2 was
located on SR-270 east of Pullman (MP 6.3). The third site (Site 3) was located in western
Washington on I-90 west of Snoqualmie Pass (MP 45.7). Each site differed in annual
precipitation, with average annual tabulated values of 18in, 24in, and 90in (460cm, 610mm, and
2290mm), respectively (WSDOE 2001; WSDOE 2004). Contributory impervious area and site
layout varied at each location as shown in Figure 1 and reported in Table 2.
Figure 1. Remote Monitoring Site Layout
Composite Sampler
TippingBucket
ab
c
de
TippingBucket
TippingBucket
b
b
Composite Sampler
CompositeSampler
f
1
1
1
22
2
(Road Crown)
Roadway
33 3
4 4 4
5
g
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Table 2. Remote Monitoring Site Field Dimensions Roadway
Variable Description Pullman
SR 270 Spokane
US 2 North
Bend I 90
a Distance from crown to edge of
pavement 5.9m 8.6m 10m
b Length of slot drain 2m 2m 2m
c Distance from edge of pavement to 2nd
slot drain 2.0m 3.2m 1.7m
d Distance between 1st and 2nd slot drain 2.5m 3.0m 1.5m
e Distance from edge of pavement to 3rd
slot drain 4m 6.1m 3.5m
f Distance between 2nd and 3rd slot drain 2.5m 3.0m 1.5m g Rain gauge height 3.1m 3.5m ~10m
Ksat Saturated Hydraulic Conductivity
(Sieve Test) 304
mm/hr 692
mm/hr 447
mm/hr
Measurement of natural rainfall at each site was performed by standard tipping bucket rain
gauges equipped with recording data loggers (Hobo Event 4 – Onset Corp.). To determine the
relationship between LID area (in this case lateral length from the edge of paved shoulder) and
resulting runoff from the end of the pervious embankment, slot drains were installed at various
distances down-slope from the roadway shoulder; typically 0m, 3.1m, and 6.1m (0ft, 10ft, and
20ft). Each slot drain was plumbed by PVC pipe to specially designed flow tipping meters
(Figure 2). Tipping bucket flow meters have long been used as reliable, versatile method of
measuring flow rates in runoff and erosion studies (Chow 1976; Edwards et al. 1974; Johnson
1942; Khan and Ong 1997). The use of tipping buckets was preferred over a critical flow
measurement flume system due to concerns with debris clogging which could occur at the field
locations. Each tipping bucket was calibrated in our laboratory to generate tip vs. volume
relationships. Each flow meter was also equipped with similar recording data loggers as the rain
gauges. The general site set-up is similar to another recent study by Caltrans to determine
similar runoff relationships of roadway embankments (CALTRANS 2003). Photos of the remote
sites are shown in Figure 3 through Figure 5.
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Figure 2. Tipping Bucket Flow Meter w/Onset (HOBO) Data Logger
Figure 3. US-2 Remote Monitoring Site (Spokane)
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Figure 4. SR-270 Remote Monitoring Site (Pullman)
Figure 5. I-90 Remote Monitoring Site (North Bend)
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Mobile Rainfall Simulation The second portion of the data collection effort, vital to the numerical modeling component
of the research, was rainfall/runoff simulation at various roadway locations. Mobile rainfall
simulation included the application of controlled rainfall and run-on to LID area test plots of
various lengths at different highway locations. By using a simulation method, variables included
in the investigation of LID area runoff characteristics (rainfall intensity, contributory impervious
area, slope, soil properties, and storm duration) could be easily controlled in the field and used as
input parameters in the modeling phase; such control is not possible during natural rainfall events
as studied in the static site monitoring. Rainfall simulation to determine infiltration and runoff
characteristics of soil plots is a common investigative method found in the literature (Darboux et
al. 2002; Fiedler et al. 2002; Frasier et al. 1995; Frasier et al. 1998c; Frasier et al. 1998a;
Humphry et al. 2002; Pearce et al. 1998a; Springer 2004; Suleiman and Swartzendruber 2003;
Weiler and Naef 2003). A run-on flow component was also included in the total hydrologic
input of the study plots to simulate overland flow from upslope runoff (Frasier et al. 1998b;
Pearce et al. 1998b). Differences between previous research and this effort are the use of rainfall
simulation on constructed roadway embankments with the run-on component (to simulate
roadway runoff) which is a much more significant portion of the total hydraulic input to the
study plot.
Rainfall simulation was accomplished by the use of square-flow nozzles (FULLJET
SS14WSQ, SS20WSQ, and SS50WSQ – Spraying Systems Co.). Single nozzles were mounted
on a stationary boom and placed approximately 2.8m above the center of the test plots. Rainfall
intensity during testing was measured by placing between 4 and 6 non-recording plastic rain
gauges at each corner and center of the plots; depths were recording for given time durations
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during simulation to calculate the average intensity. Both arithmetic and weighted means
between the rain gauges were used to determine rain intensity used as an input parameter for
computer modeling. Applied rain intensities were varied between 21 to 84 mm/hr (0.8 and 3.3
in/hr) and were adjusted by changing simulator nozzles, varying input flow rates (3.8 to 11.4
L/min), and changing the height of the nozzle above the plot (2.3 to 2.9 m). Water was supplied
by a truck-mounted holding tank, which was in turn pumped through a rotometer manifold by an
electric pump powered by a generator.
The run-on component was provided by a perforated PVC spreader-bar assembly placed
at the uphill edge of the test plots. Water was evenly spread across the top of the plot and
allowed to flow down slope to imitate dispersed flow originating from a roadway surface. Run-
on flow rates were controlled through the same rotometer manifold system used for rain
simulation. Flow rates were varied from 0 and 9.4 L/min (0 to 2.5 gal/min). As both the rain
simulator and run-on simulator were supplied by the same storage tank (2270 L capacity) and
pumping system, duration of testing (varying from 15 minutes to 1.5 hours) was limited based on
total flow requirements and the volume of the storage tank.
Soil moisture measurements were made by installing 2 to 3 (depending on plot size)
dielectric soil moisture probes (ECH2O EC-20 – Decagon Devices, Inc.) into the soil plots at
equidistant locations from the upstream plot edge. Soil moisture readings were taken at regular
time intervals beginning at the start of each test. This information was used to study the
propagation of the wetted soil front downhill in the test plots; equally, the initial soil moisture
deficit was also calculated by taking the difference between the initial and saturated soil moisture
readings. Initial soil moisture deficit, relative to saturation, was used as an input parameter for
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the numerical modeling portion of the study, as discussed later. All tests were performed during
Fall 2004; antecedent soil moisture contents were typically between 2-5% (relatively dry).
Test plots for mobile simulation were located on various highway embankments with
slopes varying from 6:1 to 3:1. Plot sizes were also varied from 1m x 2m to 1m x 4m (3.3ft x
6.6ft to 3.3ft x 13.1ft) with the longest dimension in the down slope direction. The long sides of
the plots were horizontally partitioned from the surrounding soils by inserting metal strips
approximately 50mm (2in) into the ground. The top of the plot was equipped with the 1m (3.1ft)
spreader-bar assembly and runoff was collected in a 1m (3.1ft) slot drain plumbed to a tipping
bucket flow gauge discussed previously. Figure 6 and Figure 7 provide schematics of typical
mobile rainfall simulation set-up. The photograph depicted in Figure 8 shows the field
installation using a 4m (13.1 ft) plot located on US-395 while the photograph in Figure 9 shows a
typical slot drain installation at the downstream end of the plot (similar to static site slot drain
application).
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Figure 6. Mobile Simulation Schematic
Figure 7. Mobile Simulation Schematic (Profile)
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Testing protocol for mobile simulation involved application of a constant rain and run-on
component for each test until steady-state runoff, defined by a relatively constant time interval
between bucket tips, was achieved. Treatment (or infiltration) performance of each test plot
under various rain/run-on conditions was then determined by calculating the portion of applied
inflow that was measured as runoff at the end of the plot, which has been established as a well-
accepted method of hydrologic analysis (Frasier et al. 1998d). The difference between applied
rainfall (without a run-on component) and measured runoff, normalized over the total LID area,
was used to estimate the hydraulic conductivity of the plot using the Equation 1:
(1)
Where Ke = estimated saturated hydraulic conductivity (mm/hr), ri = applied rainfall
intensity (mm/hr), and q = measured normalized runoff intensity (mm/hr). Equation 1 is valid
for steady-state, fully saturated conditions, which were achieved during field simulations.
Normalizing the flow rate involves dividing the volumetric flow rate by the total effective plot
area, allowing for easy comparison of runoff between plots of different sizes.
In addition to the simplified method for estimating Ks by Equation 1, soils samples from
each simulation site (one per site) were collected and analyzed per the WSDOT’s Simplified D10
and Modified D10 Sieve Analyses as described in the Mobile Rainfall Simulation section. A third
method for Ks estimation, involving direct measurement with a Guelph Permeameter
(Soilmoisture Equipment Corp.) was also used at each site.
Ke ri q−
18
Figure 8. Mobile Simulation Plot (US-395)
Figure 9. Slot Drain Installation
19
Numerical Modeling
Consistent with WSDOT’s need to adequately analyze existing natural dispersion guidance
and propose new strategies, a physically based hydrologic flow model was necessary. Various
numerical models have been proposed and effectively used to solve the complex process of
rainfall infiltration with the runoff of excess water (beyond the infiltrative capacity of the soil) in
hydrologic systems (Bronstert and Plate 1997; Castillo et al. 2003a; Corradini et al. 1998a;
Deletic 2001f; Fiedler and Ramirez 2000; Galbiati and Savi 1995d; Howes and Abrahams 2003a;
Leonard et al. 2004; Liu et al. 2004a; Munoz-Carpena et al. 1999c; Springer 2004; Wallach et al.
1997b). For the most part, approximations of the kinematic wave model using finite difference
schemes have been used (Castillo et al. 2003b; Corradini et al. 1998b; Deletic 2001e; Galbiati
and Savi 1995c; Howes and Abrahams 2003b; Liu et al. 2004b; Munoz-Carpena et al. 1999d;
Springer 2004; Wallach et al. 1997a). As a majority of numerical methods developed are based
on relatively continuous hydrologic conditions, where large discontinuities between soil
properties (namely Ks) are not present, the kinematic approximation method is quite valid.
However, given the large change in soil properties (most importantly Ks) and surface slope
associated with highway runoff flowing onto highly permeable roadway embankments, a full
hydrodynamic solution was sought for this study.
Fiedler and Ramirez Solution Approach A numerical solution to the complete St. Venant equations, also known as the hydrodynamic
wave equation (Chow et al. 1988), was proposed by Fiedler and Ramirez (2000). This model
(MAC-2D) was chosen for this study due to its ability to handle the discontinuity condition in the
saturated hydraulic conductivity (Ks) magnitude that arises between the impervious surface
interface of the roadway edge and the pervious LID area as well as the run-on phenomenon. The
model can also calculate overland flow wave propagation down slope with a near-zero depth
20
condition (i.e., a type of shock wave), a situation not easily approximated by kinematic wave
models (Fiedler and Ramirez 2000).
MAC-2D is a finite difference solution to the full hydrodynamic wave equations for the
overland flow component dynamically coupled with the Green-Ampt infiltration equation to
describe the soil infiltration component. The Green-Ampt equation has been widely used by
many authors for use in numerical models of infiltration of surface and rain waters into soil
systems (Castillo et al. 2003c; Corradini et al. 1998c; Deletic 2001d; Galbiati and Savi 1995b;
Liu et al. 2004c; Munoz-Carpena et al. 1999e; Springer 2004) and is described by Equation 2
(Chow et al. 1988):
(2)
For this application of the Equation 2, Ks = saturated hydraulic conductivity [L/T], ψ = soil
head suction potential [L], ∆θ = volumetric soil moisture deficit (L3/L3), t = elapsed time [T],
and F(t) = time dependant cumulative infiltration [L]. Equation (2) can also be written in the
form of instantaneous infiltration rate [L/T] at any time (t), as given in Equation 3 (Chow et al.
1988):
(3)
The Green-Ampt equation is a physically based solution to soil infiltration and its
parameters are readily estimated by field measurements, which lend to its versatility in
hydrologic field studies.
The Fiedler and Ramirez (2000) model has 7 input parameters that are used to solve the
coupled hydrodynamic overland flow equations and the Green-Ampt infiltration equation.
Model parameters include saturated hydraulic conductivity (Ks, cm/s), soil suction head potential
f t( ) Ksψ ∆θ⋅
F t( )1+
⋅
F t( ) Ks t⋅ ψ ∆θ⋅ ln 1F t( )
ψ ∆θ⋅+
⋅+
21
(ψ, cm), initial volumetric soil moisture content (θ, %), and the overland flow resistance friction
parameter, K0. The resistance friction parameter (K0) is computed by Equation 4 (Fiedler and
Ramirez 2000):
K0 = ƒ · Re (4)
Where ƒ = the Darcy-Weisbach friction factor and Re = the Reynolds number, both well-
known hydraulic parameters described in Chow et al (1988). (Note that Equation 4 is only valid
in the laminar flow regime). Other model input values include a spatially discretionalized 3-D
node system (surface model), applied rainfall intensity ri (mm/hr), and duration of rainfall (sec).
In addition to normalized runoff hydrographs, the model also provides output for total
cumulative infiltration F (cm), depth of overland flow H (cm), and overland flow velocities v
(cm/s) at each x-y node. Although a full description of the model is beyond the scope of this
paper, the reader is referred to Fiedler and Ramirez (2000) for further information and model
verification. Model validation was presented in a later study, which indicated a high degree of
model accuracy (Fiedler et al., 2002).
Coupling Mobile Simulation with Numerical Modeling Of key importance in this study is the use of field rainfall/runoff simulation to calibrate and
validate the numerical model for the highway systems currently being considered. This was
achieved by fitting recorded field data from the mobile simulation phase with model outputs.
Simulation plots were input into the spatial grid discretionalization of the model and field
estimates of the Ks parameter were used as a starting point to calibrate the model output
hydrograph. Of all input parameters, it was anticipated that the runoff hydrograph produced by
the model would be most sensitive to the Ks parameter, as determined in previous studies
(Castillo et al. 2003d; Deletic 2001c; Galbiati and Savi 1995a; Howes and Abrahams 2003c;
22
Springer 2004). A sensitivity analysis performed on the model for various non-simulated
conditions confirmed this assumption.
Temporal and spatial discretionalization of the model, specifically the computational
time-step interval and 3-D grid sizing (dx, dy, and z input) was established to satisfy the Courant
condition as necessary in explicit finite difference schemes (Chow et al. 1988; Fiedler and
Ramirez 2000). This resulted in a time increment (i) of 0.05 seconds, dx and dy lengths (cross
and down slope directions, respectively) of 1cm, and spatially dependant z grid values based on
surface slopes (50:1 slope used for roadway (impervious) surface with embankment slopes
varying from 6:1 to 3:1). Larger time steps or larger x-y lengths produced instability in the
model. Values of K.s, ψ, and ∆θ were assigned to each x-y node in the spatial grid and a constant
slope angle for both the impervious roadway area and pervious LID area were applied (resulting
in a smooth ground surface model). Although the model was written to handle total variability
of hydrologic soil properties (Ks, ∆θ, ψ) and microtopographic features (z values) at each spatial
node, to determine microtopographic and microhydrologic properties of the test plots was
beyond the feasibility of this study. Therefore, lumped hydrologic properties and constant
surface model slopes were used.
RESULTS AND DISCUSSION
Static Site Monitoring
Rainfall/runoff data from natural storm events were collected from September to December,
2004. In spite of the typical problems encountered during field sampling campaigns, including
data logger failure and damage/clogging of tipping bucket flow meters, a total of 55 separate
events were recorded (all sites combined). Site 1 had moderate precipitation activity with 17
recorded events and no apparent equipment failures. Site 2 on SR-270 had 36 rainfall events
23
successfully recorded. Although the most active site for rainfall was Site 3 on the western crest
of the Cascade Mountains (I-90), the previously mentioned problems with monitoring equipment
failure eliminated most hydrograph recording at this location and resulted in only 2 useable data
events.
Original location and installation of the three remote sites was based on the assumption that
significant runoff would be measured at short distances from the edge of paved shoulder with
reduced runoff quantities positively correlated with increasing distance from the roadway edge.
Vegetation was also expected to play a significant role in determining the relationship between
slope length and measured runoff quantities. Observed data was far different, however. Site 1
(US-2) recorded only 5 events with any measurable runoff at the 3.0m distance and only 1 event
recording flow at the 6.1m distance from the roadway edge. Runoff coefficients calculated for
the 3.0m distance (evaluated by dividing the total normalized runoff depth by the related
precipitation depth) never exceeded 0.2 for any of these events and usually averaged less than
0.1. The 6.1m distance runoff coefficient, again only calculated for the single measured event,
was 0.08. Site 2 (SR-270) recorded no measurable runoff at any distance from the roadway edge
for any event, even though there was no vegetation on the embankment slope. Early
assumptions would dictate that Site 1 would outperform (yield higher infiltration rates of less
down-slope runoff) Site 2 based on moderate vegetation and more shallow slopes; this was not
the case, however. The most plausible explanation for this is the observed layer of fine silt/clay
soils within 150mm (6 in) of the surface of the LID plots; this material effectively reduced the
available soil water capacity at this site, which in turn reduced the effective infiltration rate for
the longer duration events.
24
Site 3 was plagued by equipment problems; however, the two events successfully measured
showed dramatic reductions in roadway runoff. No effective runoff was measured at either slot
drain location away from the edge of paved shoulder.
Overall the static site monitoring method produced mixed results and was not a significant
analysis method for this research, although it did provided a good “reality check” with the other
two investigative methods, namely mobile rainfall simulation and numerical modeling.
Effects of Slope Angle on Runoff
Variability in site slopes included in the static site monitoring phase were limited due to site
selection; therefore, comparisons between LID area slope and runoff are not conclusive;
vegetative cover effect is the only considerable variation. However, a more expansive and
similar research effort recently completed in the CALTRANS RVTS Study (2003), which
focused on stormwater treatment performance of typical roadway embankments, suggests a lack
of correlation between embankment slope angle and stormwater runoff attenuation (CALTRANS
2003). Results of the 2-year study are summarized in Table 3. Some sites included in the
summary include impervious contributory areas not laterally contributing to adjacent to the LID
areas, so effective unit roadway width lengths (as reported in Table 3) are normalized by
dividing the total impervious area by the width of collection drains along the embankment slope,
a convention used in this study and necessary for comparison between the two research efforts.
Results from the RVTS Study (CALTRANS 2003) indicate that runoff coefficients (based on the
ratio of total stormwater inflow to runoff volumes) are very low, even for 2:1 slopes. None of
the 8 sites studied in this effort were engineered for stormwater treatment. The primary
parameters correlated to stormwater attenuation/treatment performance of the road embankments
were reported to be infiltration and vegetative cover (CALTRANS 2003).
25
Table 3. Caltrans RVTS Study (CALTRANS 20003).
The primary runoff attenuation parameter was the hydraulic conductivity of the soil, regardless
of slope. For more information on the previous research and methods used therein, the reader is
directed to CALTRANS (2003).
Mobile Rainfall Simulation
A total of 16 simulated storm events were completed during this phase of the research,
including both rainfall/run-on and rainfall-only tests. Summaries of field simulations are
reported in Table 4. It was observed that effective infiltration rates associated with higher
rainfall/run-on intensities were consistently higher than those estimated for the lower intensity
tests using Equation 1; this phenomenon, generally identified as “interactive infiltration”, is well
documented in the literature (Corradini et al. 1998d; Fiedler et al. 2002; Morin and Kosovsky
SLOPE (% )
Pavement Width (m)
LID Width (m)
ACP/LID Ratio
Vegetation (% cover)
Infiltration Rate (in/hr)
Relative Comaction
(% )S oil Type (USDA)
Runoff Coeff.
Sacramento 1 EP 16.1 0 NA 0 0.0 D2 5% 16.2 1.1 14.7 93% 75.2 93.5% 0.313 33% 16.6 4.6 3.6 84% 68.1 81.2% 0.324 33% 17.8 6.6 2.7 92% 59.7 79.7% 0.285 33% 17.4 8.4 2.1 90% 79.8 78.4% 0.15
Cottonwood 1 EP 10.5 0 NA 0% 0.0 C2 52% 10.5 9.3 1.1 73% 88.9 85.8% 0.19
Redding 1 EP 9.0 0 NA 0% 0.0 C2 10% 11.8 2.2 5.4 80% 48.0 93.0% 0.573 10% 11.8 4.2 2.8 85% 84.8 88.6% 0.314 10% 11.8 6.2 1.9 87% 105.4 78.8% 0.45
San Rafael 1 EP 61.6 0 NA 0% 0.0 C/D2 50% 135.8 8.3 16.4 84% 236.0 78.8% 0.13
Yorba Linda 1 EP 30.3 0 NA 0% 0.0 B2 14% 34.2 1.9 18.0 61% 32.0 89.2% 0.373 14% 33.8 4.9 6.9 82% 22.1 82.5% 0.514 14% 28.7 7.6 3.8 74% 39.9 87.7% 0.585 14% 48.4 13.0 3.7 76% 46.0 86.8% 0.17
Irvine 1 EP 19.4 0 NA 0% 0.0 B2 11% 22.6 3.0 7.5 70% 39.1 88.4% 0.393 11% 22.6 6.0 3.8 63% 41.9 84.7% 0.054 11% 32.9 13.0 2.5 62% 23.4 87.6% 0.16
Moreno Valley 1 EP 15.4 0 NA 0% 0.0 C2 13% 16.6 2.6 6.4 3% 18.3 90.7% 0.953 13% 16.8 4.9 3.4 16% 14.5 93.3% 0.954 13% 17.4 8.0 2.2 22% 23.9 92.9% 0.485 13% 18.0 9.9 1.8 18% 26.4 93.9% 0.51
S an Onofre 1 EP 26.6 0 NA 0% 0.0 B/C2 8% 22.0 1.3 16.9 81% 57.2 95.9% 0.453 10% 23.9 5.3 4.5 74% 31.8 88.5% 0.274 16% 25.1 9.9 2.5 69% 19.1 85.3% 0.07
S ITE / S YS TEM
26
1995; Springer 2004). Interactive infiltration results from spatial variability of the physical
properties of the plot, most specifically areas of variable hydraulic conductivity magnitudes and
microtopography. As runoff propagates down slope, it may be intercepted by areas of localized
higher Ks values, effectively infiltrating a large percentage of the overland flow without the
contribution of the total surface plot area for runoff. Smaller runoff flow rates resulting from
rainfall and impervious runoff may also concentrate as overland flow in microtopographic low
areas void of vegetation and areas with other macropore features (Fiedler et al. 2002; Howes and
Abrahams 2003d; Weiler and Naef 2003), hence lowering the apparent effective hydraulic
conductivity of the system. As rainfall and run-on increases, the depth of overland flow in these
microtopographic regions can increase, or areas that were fully infiltrating the excess runoff
previously may become saturated and begin to contribute to runoff; this process causes overland
flow to move into areas of higher hydraulic conductivities not previously saturated, thus
increasing the apparent effective infiltration of the entire test plot (Corradini et al. 1998e; Fiedler
et al. 2002; Morin and Kosovsky 1995; Weiler and Naef 2003). As mentioned previously,
estimating individual node hydrologic soil properties was outside the scope of this study due to
practical limitations; therefore spatially averaged lumped Ks values were used to describe the
entire test plot – giving rise to variable infiltration rates calculated for varying rainfall intensities.
Estimation of Ks values was made initially by performing rain-only simulations on the test plots
by using Equation 1, with values reported in the “Ks Test” column of Table 4. Soils samples
(one per test location) were also collected and sieve analyses were performed per current
WSDOT guidelines and Massman (2003). Both the Simplified D10 and Modified D10 sieve
analyses (Massman 2003) methods were used; results of these tests are reported in Table 4 (“D10”
and “Modified D10” columns, respectively). ASTM D422 Gradation Testing is used for the
27
Simplified D10 test, with recommended long-term infiltration rates presented in Table 5
(WSDOT 2004b). The Modified D10 Analysis is a more detailed approach, with Ks values
calculated using Equation 5 (Massman 2003; WSDOT 2004b):
(5)
Where D10 ,D60 and D90 are the grain sizes in mm for which 10, 60, and 90 percent of the sample
is finer and Dffines is the fraction of the soil by weight passing the #200 sieve (Massman 2003;
WSDOT 2004b). Units for Ks in Equation 5 are given in feet/day.
Table 4. Mobile Simulation Test Summary
Test # (Mobile #) Site
LID Lenth
(m)
LID Width
(m)
LID Slope (m/m)
Test Duration
(min)
Rain (mean) mm/hr
Rain (Dev)
(mm/hr)
Rain (wmean) (mm/hr)
Runon (L/min)
ACP Length
(m)ACP/LID
Ratio
Max Runoff
(mm/hr)Runoff
%
Time to Peak (min)
Ks Test (mm/hr)
Ks for Model
(mm/hr)D10 Ks
(mm/hr)
Modified D10 Ks
(mm/hr)GP
(mm/hr)1 (1) US 2 1.95 1.03 6:1 30 25.4 * * 3.8 8.68 4.5 24.2 95.2% 15 _ 9.0 30.5 706.5 104.22 (1) US 2 1.95 1.02 6:1 58 25.4 * * 3.8 8.77 4.5 15.8 62.2% 45 _ 54.0 30.5 706.5 104.23 (2) US 2 1.92 1.02 6:1 68 25.4 * * 3.8 8.77 4.6 10.8 42.4% ** _ 82.8 30.5 706.5 104.24 (3) US 2 4.03 1.02 6:1 15 25.4 * * 3.8 8.77 2.2 17.5 68.9% 5 _ _ 30.5 706.5 104.25 (4) US 2 4.03 1.03 6:1 30 45.7 30.0 65.3 3.8 3.38 0.8 31.0 47.6% 26 35.3 57.6 30.5 706.5 104.26 (6) US 395 4.00 1.05 4:1 69 27.9 11.9 26.5 4.9 10.59 2.6 10.0 37.5% 37 42.2 63.0 27.9 248.9 -7 (6) US 395 4.00 1.05 4:1 20 67.7 23.5 72.4 0.0 0 _ 42.7 63.1% 10 17.4 39.6 27.9 248.9 -8 (7) US 395 4.00 1.05 4:1 45 32.2 14.2 29.8 4.9 9.42 2.4 11.2 37.5% 36 21.9 52.2 27.9 248.9 -9 (7) US 395 4.00 1.05 4:1 25 80.3 10.4 85.6 7.6 5.39 1.3 20.7 25.8% 16 21.9 153.0 27.9 248.9 -10 (8) US 395 4.00 1.05 4:1 42 35.2 11.5 32.1 4.9 8.77 2.2 14.8 46.3% 36 21.9 50.4 27.9 248.9 -11 (9) US 395 3.90 1.00 4:1 70 37.9 12.4 33.9 4.9 7.78 2.0 0.0 0.0% N/A _ _ 114.3 632.5 -
12 (10) US 395 4.00 1.02 4:1 30 70.9 11.5 72.0 9.5 7.86 2.0 0.2 0.2% 15 _ _ 114.3 632.5 -13 (10) US 395 2.00 1.02 4:1 30 66.7 1.3 _ 9.5 8.35 4.2 1.6 2.3% 5 _ 333.0 114.3 632.5 -14 (11) US 195 4.00 1.02 3:1 60 32.0 4.0 32.9 4.9 8.80 2.2 0.2 0.5% 24 76.6 _ 22.9 566.4 101.815 (12) US 195 2.00 1.01 3:1 52 0.0 0.0 _ 4.9 14.12 7.1 0.0 0.0% N/A 66.7 _ 22.9 566.4 101.816 (13) US 195 2.00 1.01 3:1 40 0.0 0.0 _ 9.46 6.68 3.3 39.8 47.3% 25 66.7 180.0 22.9 566.4 101.8
log Ks( ) 1.57− 1.90 D10⋅+ 0.015 D60⋅+ 0.013 D90⋅− 2.08ffines−
28
It is apparent from the values in Table 4 that the Simplified D10 test values for Ks greatly
under predicted the Modified D10 results by at least an order of magnitude. Apparent effective
Ks values determined by Equation 1 and also by model calibration (reported in “Ks for Model”
column, Table 4) were consistently higher than the Simplified D10 and significantly lower than
the Modified D10 results. Factors affecting the large disparity between the sieve analysis results
that yielded the Simplified D10 values can be attributed to the presence of large cobbles in lower
soils layers that were observed in the soil samples. Large cobbles affect the Modified D10
method (increasing it) but do not impact the Simplified D10 results. Better sampling methods of
the uppermost soil layer, which were difficult due to the presence of vegetation, would likely
reduce the variability of these results. Note, however, that grain size infiltration methods do not
account for packing (variable soil density) or small-scale layering, and are therefore likely not
the best method for determination of hydraulic conductivity values in surface infiltration studies,
especially in highly compacted soils. These factors increase the calculated infiltration rates of
the soils beyond what is actually found in the field.
Table 5. Recommended Infiltration Rates Based on ASTM D422 (WSDOT 2004)
Direct Ks measurements were also taken using a Guelph Permeameter (Soilmoisture
Equipment Corp), with results reported in Table 4 under the “GP” column. No data were
obtained at the US 395 sites as soil conditions prevented successful test well auguring necessary
for the standardized test. The Guelph Permeameter matched the modeled Ks values more closely
29
than the Modified D10 method. Regardless, estimation of Ks values is generally difficult and can
vary several orders of magnitude depending on sample location and testing methods (Freeze and
Cherry 1979) and remains a challenging obstacle in the design of surface infiltration mechanisms
such as natural dispersion.
Effects of Slope Angle on Runoff In general there was no discernable performance differences over the range of slopes
evaluated in this study. In fact, the LID areas on the 3:1 and 4:1 slopes outperformed the 6:1
slope, which is much closer to the current WSDOT natural dispersion guidelines for acceptable
slope (7:1). This can be attributed to the relatively high microtopographic and microporous
characteristics of the test plots.
As stated previously, current design guidance for the use of natural dispersion uses LID area
slope rate as a threshold parameter that results in the elimination of certain areas for
incorporation as a treatment area or dramatically increases the required length of the LID area.
This guidance is not supported by the results of this study; in actually, the most critical design
parameter appears to be the infiltrative capacity (and thus Ks) of the soil of the LID area. Similar
conclusions that increasing plot slope angle does not necessitate increased runoff have been
previously reported in the literature (Barrett et al. 1998c; Deletic 2001b; Joel et al. 2002b;
Munoz-Carpena et al. 1999f). Although it is apparent that existing natural dispersion guidance is
based on slopes analyzed for stormwater quality control (which focuses on sediment deposition
in roadside grass filter strips), Delectic (2001) explained that increased retention time of runoff
water on slopes of shallow angles is only important if the soil infiltrative capacity is capable of
absorbing the excess runoff during the increased retention time; where soil moisture capacities
are large, slope has little effect on runoff (Deletic 2001a). It follows that if full dispersion of
overland flow is maintained on embankment slopes, increasing the slope for the range of slopes
30
evaluated does not decrease the area available for infiltration of that runoff. Additionally, under
steady-state saturated soil conditions (as simulated in this research), the key parameter for
estimating runoff is Ks.
Although erosion due to flow concentration is considered to be a key drawback in using
steeper slopes for runoff treatment, the process involved in sediment transport (erosion) is based
on numerous factors, including soil grain size, flow regime and velocity, and slope (Yang 2003);
but not slope alone. Although outside the scope of this study, the effects of sediment transport
and erosion on various slope angles were not apparent over the range of slopes studied. In fact,
no flow concentration or detectable erosion was observed for any simulation test and no erosion
was observed at the static site locations where flow concentration did not occur at the pavement
edge, even for embankments with minimal vegetation.
Numerical Modeling
Calibration with Mobile Rain Simulation Results Parameters estimated during field simulations were used as input variables into the Fiedler
and Ramirez (2000) 2-D hydrologic model. In general, the estimated Ks values determined by
rain-only simulations and Equation 1 showed good agreement with the predictive model output
for steady-state runoff. Other parameters, such as the friction factor (K0) and initial soil moisture
deficit (∆θ) were also used to provide a better fit between the measured and simulated runoff
hydrograph. Soil moisture deficit was calculated as described in the Experimental Methods
Section. Again, Ks was the most sensitive and effective source parameter used to calibrate the
model for both time to runoff, time to peak, and steady-state runoff intensity.
Impervious contributory surface length (unit width) values used in the model were
determined by assuming run-on volumes applied in the field were the result of 100% runoff of
the simulated rainfall intensity from the roadway. By dividing the applied run-on flow rate
31
[L3/T] by the applied rainfall [L/T] and unit width [L2], an associated impervious roadway length
was determined [L]. All impervious roadway surfaces were input with 2% slopes, typical for
most highway configurations (WSDOT 2004a). LID area geometry was input as measured in the
field.
Results of two calibration model runs are shown in Figure 10 and Figure 11. Due to the
simplifications used in the modeling, specifically a uniform LID area slope (without
microtopography) and lumped uniform Ks values, time to runoff and time to peak characteristics
of the measured runoff hydrographs were the most difficult aspects to duplicate. As mentioned
previously, microtopographic features which are responsible for surface storage and interactive
infiltration have pronounced effects on runoff. However, since the primary goal of the study was
to determine steady-state runoff intensities, these aspects were not considered critical to the
analysis. As a future research effort, the direct effects of interactive infiltration and
microtopography on natural dispersion in the highway environment should be pursued.
Several field rainfall simulations produced no measurable runoff from the LID plots under
rain-only events, even though applied intensities (21 to 84mm/hr) far exceeding typical moderate
duration storm events. With no runoff data generated under rain-only conditions, calibration
based on Ks on these plots was only possible when a run-on (highway runoff) component was
included in the field rainfall simulation.
Simplified Modeling Procedure
Use of the Fiedler and Ramirez (2000) numerical model produced accurate steady-state
runoff intensities related to measured field simulations (Figure 10 and Figure 11). While a
valuable tool in the analysis of natural dispersion performance of roadway embankments, the
model is somewhat complicated and computationally intensive and may not be a viable method
32
for widespread use by highway designers. A simplified equation that estimates natural
dispersion design parameters given known (or measurable) variables is desired.
0%
5%
10%
15%
20%
25%
30%
35%
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Elapsed Time (min)
Soil
Moi
stur
e
0
5
10
15
20
25
30R
ate (mm
/hr)Soil Probe 1
Soil Probe 2
Soil Probe 3
SimulatedRain (mm/hr)
ModelPrediction(mm/hr)
MeasuredPlot Runoff(mm/hr)
Figure 10. Rainfall/Runoff Hydrograph - Test 6
33
0%
5%
10%
15%
20%
25%
30%
0 5 10 15 20 25 30 35 40 45 50 55
Elapsed Time (min)
Soil
Moi
stur
e
0
20
40
60
80
100
120
140
Rate (m
m/hr)
Soil Probe 1
Soil Probe 2
Simulated Rain(mm/hr)
Model Prediction(mm/hr)
Measured PlotRunoff (mm/hr)
Figure 11. Rainfall/Runoff Hydrograph - Test 16
Current natural dispersion guidelines are not site specific. Additionally, the inclusion of a
design rainfall intensity, which varies depending on geographic location for other BMP
strategies, is not considered for natural dispersion. This seems to be a significant oversight in the
current guidance as highway facilities in the Columbia Basin receive much less precipitation
than a majority of western Washington or mountainous locations. Based on this fact, together
with the variability of soils throughout the state, a “one size fits all” design approach not based
on sound engineering analysis.
Natural Dispersion Design Equation
Typically soil Ks values, roadway width, and embankment slope are known (or measurable)
design values. Also, tabulated design storm intensities have been published for all geographic
areas in Washington State (WSDOT 2004b). Basing natural dispersion design on these key
variables would seem a more responsible and accurate approach than current guidelines. As
34
shown previously, the most influential physical properties associated with natural dispersion are
contributory unit roadway width (hereafter termed “ACP”, [L]), rainfall intensity (ri), and
saturated hydraulic conductivity (Ks). The unknown variable to be determined is the length of
LID area [L] perpendicular to the roadway. Applying these variables into a simplified flow
balance results in Equation 6:
ACP r i⋅ LID r i K s−( )⋅+
ACP LID+( )q (6)
Where ACP and LID are lengths of unit width [L2] with all other variables defined
previously. Knowing that the purpose of natural dispersion is to infiltrate all rain and highway
runoff, q can be set = 0 and Equation 6 can be rearranged to solve for the design parameter LID
in the form of Equation 7 (hereafter referred to as the LID design equation):
1−=
i
s
rKACPLID (7)
Equation 7 is based on the unit width principle applied to this analysis; therefore, since both
the ACP and LID variables have units of [L2] and are the same width (assumed 1m), by dividing
by the unit width we can reduce the units of each variable to that of [L], consistent with the
variables being considered. Equally, Equation 7 assumes fully saturated soil conditions with a
hydraulic gradient equal to unity (gravity flow).
Multiple simulations using the Fiedler and Ramirez (2000) model were run using various
combinations of impervious surface length (ACP), LID area length (LID), Ks, and ri. Model
output was compared to the results of the simplified Equation 6 using the same input variables.
Agreement between the two methods was very good, as shown in Figure 12. With all
35
combinations of realistic field conditions simulated, the equation consistently predicted the
resulting runoff to within 6% of that determined by the computer model, although in all cases the
differences should be considered minor and is most likely the result of modeling simplifications.
Equation 7 is therefore a valid estimator of appropriate LID area length given other site-specific
variables. If desired, further conservatism could be applied to Equation 7 by inclusion of a
correction factor based on the potential for subsurface return flow as observed in other studies.
However, since the use of Ks as the primary infiltration parameter is included in Equation 7, it
should be noted that the situation represented by the equation is, in all reality, a very
conservative method of analysis.
Determination of design rainfall intensity is critical for the implementation of Equation 7 for
natural dispersion design. Since the equation includes only a single intensity value, the basis
y = 1.0195x - 0.0792R2 = 0.9988
0
5
10
15
20
25
30
35
40
45
50
0 5 10 15 20 25 30 35 40 45 50Equation (mm/hr)
Mod
el (m
m/h
r)
1:1 Agreement
Linear Fit ofComparison
Figure 12. Comparison of Model and Equation 6 for Steady-State Runoff
36
for its use is from a maximum flow rate standpoint. Therefore, if the peak design rainfall
intensity for a given site can be attenuated, all subsequent lower intensities will also be infiltrated
in the LID area as long as the embankment soil has the capacity to infiltrate the entire volume.
For the same duration, all modeling simulations used to evaluate Equations 6 and 7 assumed
fully saturated conditions, therefore Ks does in fact equal the long-term infiltration rate (Chow et
al. 1988). However, if hydraulic gradients are reduced below unity due to water mounding in the
vadose zone, resulting in a lack of soil water capacity, the actual infiltration rate will be reduced
below Ks based on Darcy’s Law (Freeze and Cherry 1979; Massman 2003).
The dry soil depth (L), necessary to infiltrate the total cumulative infiltrated water depth (F)
is related to the porosity of the soil (equal to the saturated soil water content) (Freeze and Cherry
1979) and is given by Equation 8 (Chow et al. 1988):
(8) Where θsat = saturated volumetric soil water content. For soils with a residual water content,
∆θ can be used in place of θsat in Equation 8 to estimate the necessary soil depth. The Fiedler
and Ramirez (2000) model provides cumulative infiltration depth as an output. Although a
simple single intensity storm event has a predictable relationship between distance from roadway
edge and cumulative infiltration (Figure 13), for multiple intensity storms this relationship is
quite complicated and requires a full storm analysis. One such numerical simulation was
performed using the long-duration design storm hyetograph provided for BMP quantity control
design from WSDOE (2004). The results of the model simulation, using a total 36 hour
precipitation depth of 27mm with ACP and LID lengths of 6.1m and 3.1m, respectively, is
LF
θsat
37
shown in Figure 14. As no runoff resulted from this configuration, the depth of infiltration at the
very downstream end of the LID plot is equal to the total rainfall depth.
For a majority of the mobile simulations performed in this study, the saturated soil moisture
content was approximately 30%. Using Equation 8 and the total depth of infiltrated stormwater
from Figure 11 (135 cm), it is easy to determine that the soil depth required (with the given
properties) must equal at least 4.5m in the vertical direction below the embankment surface at the
edge of pavement to fully infiltrate the runoff. Of course this required depth decreases rapidly
with distance from the edge of pavement; on highway embankments, the depth of fill material
incorporated into the embankment also decreases with distance from the roadway. The model
cannot address the effects of not achieving the required depth of infiltration. Therefore further
study or modeling techniques are necessary to fully answer questions relating to soil depth
requirements for full infiltration of runoff. It may be realistic, however, to require a necessary
soil depth equal to the total depth of runoff evenly distributed across the length of the LID area
after applying Equation 8.
38
Figure 13. Cumulative Infiltration Across LID Length (Single-Intensity 30 Minute Event)
10
2030405060708090
100110
120130140
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
Horizontal Distance from Downstream End of LID Plot (cm)
Dep
th (c
m)
Cumulative Infiltration (cm)
Figure 14. Modeled Cumulative Infiltration Across LID Length (36-Hour Storm )
0.7
0.8
0.9
1.0
1.1
1.2
1.3
0 50 100 150 200 250 300 350 400 450 500 550 600
Horizontal Distance from End of LID Plot (cm)
Dep
th (c
m)
Cumulative Infiltration (cm)
39
Evaluation of Existing Regulatory Guidelines Existing guidelines for natural dispersion design were evaluated using Equation 7. Although
the current guidance is not based on design rainfall intensities (a spatial/temporal variable) or
variable Ks values, an evaluation of LID scenarios based on the peak 5 minute intensity of the
semi-annual 3-hour short-duration thunderstorm (WSDOT 2004b) reveals the current WSDOT
guidance varies significantly based on highway location and design variables. This design storm
event was chosen based on its high peak intensity and use as the flow-based BMP quality
treatment storm event; longer duration quantity treatment design storm events have lower peak
intensities. Therefore in a steady-state analysis, if the higher intensity quality treatment design
storm is infiltrated, it follows that lower intensity quantity treatment events are also infiltrated
within the same LID area length.
Various scenarios to contrast current LID requirements (regardless of embankment slope)
against Equation 7 (using the previously selected 3-hour short-duration storm intensity) are
shown in Table 6; assumed embankment Ks values have been assigned to illustrate the disparity
between the examples. As depicted in Table 7, “N/A” denotes that due to Ks values below the
required 102 mm/hr, current WSDOT LID guidance suggests these situations are not appropriate
for the use of natural dispersion, although relatively short LID dimensions would satisfy
Equation 7. Similarly, where site Ks values exceed the minimum requirement, no reduction in
LID length is allowed based on current guidance.
For highway locations high in the Cascade Mountains, such as at Stevens Pass, existing
guidance indicates a much shorter LID length as compared to Equation 7 (see TABLE 7). This
is due to the higher peak storm intensities found in mountainous areas. For areas such as the
Columbia Basin, where peak storm intensities are much smaller than those in the mountains,
Equation 7 indicates that existing guidance is too conservative at locations where Ks exceeds
40
102mm/hr. Unfortunately, should Ks values be anything less than the current minimum value of
102mm/hr, natural dispersion would not be an accepted method of treatment at these locations,
even though ample dispersion lengths may be available. Equally, the maximum slope
requirement of 7:1 in current guidelines would preclude accounting for any natural dispersion
benefit from highway embankments, which (as previously stated) are typically designed to be
built at slopes ranging from 6:1 (flattest) to 2:1 (steepest). As shown by this and other studies,
for the range of Ks values included, slope angle has little effect on infiltration rates as long as
runoff is unconcentrated.
Table 6. Current LID Application Requirements vs. Equation 7
Highw ay Location
Roadw ay W idth (m)
Em bankme nt Ksat Va lue
(mm/hr)
Current WSDOT LID
Length Guida nce (m)
Equation 7 LID Le ngth
Re quire ment (m)
Stevens Pass
14.0 152 5.0 8.0
Stevens Pass
14.0 102 5.0 16.6
Stevens Pass 6.1 102 3.0 7.2
Wenatchee 14.0 152 5.0 2.4
Wenatchee 14.0 75 N/A 5.9
Wenatchee 6.1 75 N/A 2.6
M oses Lak e
14.0 152 5.0 2.1
M oses Lak e
14.0 102 5.0 3.4
M oses Lak e
6.1 50 N/A 4.0
Spokane 14.0 152 5.0 2.9
Spokane 14.0 102 5.0 4.7
Spokane 6.1 102 3.0 2.1
41
By basing LID lengths on available infiltration values and temporal rainfall intensities,
using Equation 7 shows the existing guidance to be inaccurate in prescribing required dispersion
lengths, especially for scenarios where the Ks/ri ratios approach unity and where Ks values are
less than currently required (102 mm/hr) where natural dispersion is not allowed. It is apparent
that for situations that dominate rural highway settings, particularly those in eastern Washington,
such as low storm peak intensities and 2-lane highways, natural dispersion should be applied
based on the results of Equation 7. Equally, requiring LID area slopes to be no steeper than 7:1
is not supported by the current research.
CONCLUSIONS
Effective stormwater quantity treatment remains an ongoing challenge for highway
engineers due to the expansive linear nature of non-urban roadways. Centralized treatment
strategies, such as wet-ponds and infiltration basins require containment and conveyance
infrastructure to function effectively. Equally, significant real estate requirements and routine
maintenance needs make these BMPs difficult to implement. New concepts in stormwater
treatment known as low impact development, which focus on decentralized strategies such as
natural dispersion, may be a viable solution.
Natural dispersion seeks to treat highway stormwater runoff by allowing non-concentrated
flows to infiltrate into pervious roadside areas without the need for conveyance or detention
facilities. However, current design guidelines for such measures are based on existing
stormwater quality BMP methodologies and have previously not been investigated as to their
suitability; in some cases the resulting requirements are too conservative and cannot be met by
most rural roadside areas – in other cases, natural dispersion lengths in insufficient. In addition,
42
these guidelines are based on only two variables and formulated without any empirical data or
hydrologic modeling.
This research effort has evaluated the use of natural dispersion at various locations in
Washington State. By coupling field experiments with numerical modeling, a relationship
between measurable design variables (i.e. saturated hydraulic conductivity, roadway width,
rainfall intensity, and roadway embankment (LID) length) has been determined. This
relationship is captured by Equation 7 (the LID design equation) and is site specific, allowing
highway engineers to tailor natural dispersion requirements to various locations throughout
Washington. Equally, the effects of slope on runoff did not correlated through either analysis of
field data or numeric modeling. These results indicate that natural dispersion should prove to be
a very useful method of stormwater treatment for many major multi-lane highways in eastern
Washington as well as most rural arterials throughout the state without the acquisition of
additional rights of way. A summary of recommended changes to existing natural dispersion
evaluation guidance is as follows:
1) Revises LID slope requirements to include up to 3:1 slopes
2) Incorporate Equation 7 to specify required LID length based on:
a. Contributory roadway width (ACP)
b. Measured Ks values
c. Design rainfall intensities
One remaining challenge in the implementation of the LID design equation is the
determination of the saturated hydraulic conductivity related to the LID areas. Current methods
of Ks measurement at WSDOT involve the use of soil sieve analyses based on regression data for
western Washington soils. While this method is a widely accepted practice for infiltration pond
43
design, its correlation with surface infiltration values is highly variable and partially dependent
on soil sampling procedures and compaction. Similarly, the method currently in use was not
intended for surface infiltration facilities. Further study on alternative methods to determine the
important Ks parameter, such as direct measurement procedures like the Guelph Permeameter,
should therefore be pursued. Regardless, the results of this research clearly produced a reliable
method of natural dispersion analysis that should be incorporated into stormwater design
procedures in lieu of the current guidelines in Washington State.
44
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Yonge, D. R. (2000). "Contaminent Detention in Highway Grass Filter Strips." Rep. No. WA-RD 474.1, Washington State Department of Transportation, Washington State University - Pullman, WA.
50
Yonge, D. R., and Newberry, G. P. (1996). "The Retardation of Heavy Metals in Stormwater Runoff by Highway Grass Strips." Rep. No. WA-RD 404.1, Washington State Department of Transportation, Washington State University - Pullman, WA.
51
APPENDICES
APPENDIX A
RAINFALL SIMULATION DATA
52
MOBTLE TEST #1 (TEST 1)9/28n004 Plot Parameters Start Time:Spokane Static Site Slope.' 6:1 End Time:US 2 MP 298.4 - LT Length (cm): 195 Test Duration:
Width (cm): 103 Model Plot Area 1m2;:Weather Conditions Plot Area 1m21: 2.OlTemp: 25C Vegihtion: sparse ryegrass (50%)RH: 60% lnitial Theta: 10.7%
Final Theta: 27.3To
dtheta: 16.7%
12:40:0013:10:000:30:00
10.95Normalized Rates
Max Runoff Rate (mm/hr): 24.2Inflow Rate (mm/hr): 25.4RunoffPercentage: 95.2%
Estimated Ke (from model):mm/hr cmls
9.0 2.50E-04
Volumetric Rates(Umin):(Umin):
4.414.64
95.2%
Monilt Hour Minute Second lnterual Total, sec Total, min ft3 /min m3 /min in/hr0.000.01o.260.330.380.380.410.44o.440.480.530.440.590.480.590.480.590.530.530.590.590.660.590.590.590.660.66
mm/hr
5'1.5
404646464646474747474747474747474748484848484848484848
928129281292812928129281292812928129281292812928129281292812928129281292812928129281292812928129281292812928129281292812928129281292812
024.534.542.549.556.5
3915
20.525.531.536
41.546
0384.5010.008.007.007.O06.506.006.005.505.006.004.505.504.505.504.505.005.004.504.504.004.504.504.504.004.00
03853954034104174234294354414464524ffi462466472476481486491495499504s08513517521
0.006.416.586.716.836.947.057.157-257.347.437.537.607.697.777.867.938.028.108.188.258.328.398.478.98.618.68
0.0o.26.07.58.68.69.210.010.010.912.010.013.310.913.310.913.312.012.O
13.313.315.013.313.313.315.015.0
0.000.010.320.400.460.460.500.540.540.590.650.540.720.590.720.590.720.650.650.72o.720.810.72o.720.720.810.81
0.0000.0010.0430.0540.0620.0620.066o.o720.0720.0780.0860.0720.0960.0780.0960.0780.0960.0860.0860.0960.0960.1080.0960.0960.096o.'1080.108
0-0000.0000.001o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.0030.0020.0030-0020.0020.0030.0030.0030.0030.0030.0030.0030.003
o.26.78.49.69.610.311.211.212.213.411.214.912.214.912.214.913.413.414.914.916.714.914.914.916.716.7
561
610.51519
23.528
32.536.540.5
TEST 1
53
Month day Hour Minute Second lnteru4 Total, s* Total, min tips/min gal/min ft3 /min mt /min in/hr0.590.660.660.660.660.660.660.750.660.750.660.750.590.750.660.660.660.750.750.660.750.750.750.750.750.750.750.750.880.750.750.880.750.750.750.880.750.75o.75
mm/hr9oooo
9Ioooooooooo
9o
999oo
9o
Io
Ioooo
Ioo
999
4848484849494949494949494949494949494949505050505050505050505050505050505051
51
28 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 ',t2
28 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 12
45495357
1
5o
12.516.52024
27.532
35.539.543.547.551
54.558.5
25.5o
12.516
19.523
26.529.533
36.539.543
46.55053
56.50
3.5
4.504.004.004.004.004.004.003.504.003.504.003.504.503.504.004.004.003.503.504.003.503.503.503.503.503.503.503.503.003.503.s03.003.503.503.503.003.s03.503.50
525529533537541545549553557560564568572576580584588591595599602606609613616620623627630633637640643u76s0653657660664
8.758.828.888.959.029.089.159_21
9.289.339.409.469.539.599.669.739.799.859.919.9810.0310-0910.15't0.21
10.2710.3310.3810.4410.4910.5510.6110.6610.7210.7810.8310.88'10.94
11.0011.06
13.315.015.015.015.015.015.017.115.017.'l1s.017.1
13.317.115.015.015.017.117 -1
15.017.117.1
17.1
17.1
17.117.1
17.1
17.1
20.017.117.120.o17.1
17.1
17.120.017.1
17.117.1
0.720.810.810.810.810.810.810.920.810.920.810.920.720.920.810.810.810.920.920.81o.920.92o.920.920.920.920.920.921.080.920.921.08o.920.920.921.08o.920.924.92
0.0960.1080.1080.1080.1080.1080.1080j230.1080.1230.108o1230.0960.1230.1080.1080.1080.1230.1230.108o.123o.1230.1230j230.123o.123o.1230j230.144o.123oj230.1440.123oj230.123o.1440.1230j23o.123
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0040.0030.0030.0040.0030.0030.0030.0040.0030.0030.003
14.916.716.716.716.716.716.719.1
16.719.'1
16.719.1
14.919.1
16.716.716.719.1
19.116-719.119.119.119.1
19.1
19.1
19.1
19.122.319.1
19.1
22.319.1
19.1
19.1
22.319.1
19.1
19.1
TEST 1
54
Month day Hoqr Urnqte Second lnterual Total, sec Total, min tips/min gal/min ft3 lmin m3 /min in/hr6.5101316
19.5232629
32.535.538.54245
48.55255581.54.57.510.5141720
23.526.s29.53336
39.542
45.548.5525558
1
4.57.5
3.003.503.003.003.503.503.003.003.503.003.003.503.003.503.503.003.003.503.003.003.003.503.003.003.503.003.003.503.003.502.503.503.003.503.003.003.003.503.00
6676706736766806836866896936966997027057097127157187227257287317U737740744747750753756760762766769772775778781785788
11.1111.1711.2211.271't.331 1.3811.4311.4811.54'11.59
11.6411.7011.7511.8111.8711.9211.9712.0312.0812.1312.1812.2312.2812.3312.3912.4412.4912.5512.6012.6612.7012.7612.8112.8712.9212.9713.0213.0813.13
20.017.120.020.017.117.120.020.017.120.020.017.1
20.017.117.120.020.017.120.020.020.o17.1
20.020.017.120.020.017.120.017.124.017.1
20.017.',|
20.020.020.017.1
20.o
1.080.921.08'1.08
0.92o.921.081.080.921.081.08o.921.080.92o,921.081.08o.921.081.08'1.08
0.921.081.080.921.081.080.921.080.921.29o.921.080.921.081.081.08o.921.08
0.1440.1230.144o.1440.123o.1230.1440.144o.1230.144o.144o.1230.144o.1230.1230.144o.1440j230.144o-1440.1440.1230.144o-1440.1230.1440.144o.1230.144o.'t230-1730.1230.1440.1230.1440.1440.144o.1230.144
0.0040.0030.0040.0040.0030.0030.0040.0040.0030.0040.0040.0030.0040.0030.0030.004o-0040.0030.0040.0040.0040.0030.0040.0040.0030.0040.0040.0030.0M0.0030.0050.0030.0040.0030.0040.0040.0040.003o-fi)4
0.880.750.880.880.750.750.880.880.750.880.880.750.884.750.750.880.88o.750.880.880.880.750.880.880.750.880.88o.7s0.880.751.050.750.88o.750.880.880.880.750.88
mm/hr22.319.1
22.322.319.1
19.1
22.322.319.1
22.322.319.1
22.319.1
19.1
22.322.319.1
22.322.322.319.122.322.319.122.322.319.1
22.319.1
26.819.1
22.319.122.322.322.319.122.3
28 ',t2
28 12
28 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 12
ooo
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99
51
51
51
51
51
51
5151
51
51
51
51
51
51
51
51
51
52525252525252525252525252525252525252535353
TEST 1
55
Month day Hour Minute Second Interual Total, s* Total, min tips/min gallmin ft3 lmin mt lmin10.513.51720
23.526.530333639
42.545.548.551.554.5
1
47101316
19.522.525.528.531.5u
37.540
43.54649525558
1
47
3.003.003.503.003.503.003.503.003.003.003.503.003.003.003.003.003.503.003.003.003.003.003.503.003.003.003.002.503.502.503.502.503.003.003.003.003.003.003.00
79179479780080480781081381681982382682983283583884184484785085385686086386686S872874878880884886889892895898901904907
13.1813.2313.2813.3313.3913.4413.5013.5513.60't3.6513.7113.7613.8113-8613.9113.9614.0214.0714.1214.1714.2214.2714.3314.3814.4314.4814.5314.57'14.63
14.6714.7314.7714.8214.8714.9214.9715.O2
15.0715.12
20.o20.017.120.017.120.017.120.020.020.017.120.020.020.020.o20.017.120.020.020.020.020.017.1
20.020.020.020.024.O17.124.O17.124.020.020.020.020.020.020.020.0
1.081.080.921.080.921.080.921.081.081.080.921.081.081.081.08'1.08
0.921.081.08'1.08
1.081.08o.921.081.081.081.081_29
0.921.29o.921.291.081.081.081.081.081.081.08
o.144o.144o.123o.1440.123o.1440.123o.1440.1440.14401230.1440.144o-144o.1440.144o.1230.1440.1440.144o.1440.1440.123o.1440.1440.1440.1440.1730.1230.1730.1230.1730.1440.1440.'t44o.1440.1440.1440.144
0.0040.0040.0030.0040.0030.0040.0030.0040.0040.0040.0030.0040.0040.0040.0040.0040.0030.0040.0040.0040.0040.0040.0030.0040.0040.0040.0040.0050.0030-0050.0030.0050.0040.0040.0040.0040.0040.0040.004
in/hr0.880.88o_75
0.880.750.880.750.880.880.880.750.880.880.880.880.880.7s0.880.8e0.880.880.880.750.880.880.880.881.050.751.05o.751.050.880.880.880.880.880.880.88
mm/hr22.322.319.1
22.319.1
22.319.1
22,322.322.319.1
22.322.322.322.322.319.122.322.322.322.322.319.1
22.322.322_3
22.326.819.1
26.819.1
26.822.322.322.322.322.322.322.3
999999IIooo
9oo
9oo
9999oooo
999Iooooo
Io
99o
57.5
535353535353535353535353535353535454il54uuil545454u5454545454g545454555555
28 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 1228 12
TEST 1
56
Month day Hour Minute Second Interual Total, s* Total, min tips/min gal/min ft3 lmin m3 lmin10
13.516
19.522
25.528
31.5u
37.540.543.546.549.552
55.5581.54
7.510
13.5161922252831
u37.540.543.546.549.552.s55.558.51.54.5
3.003.502.503.s02.503.502.503.502.503.503.003.003.003.002.503.502.503.502.503.502.s03.502.503.003.003.003.003.003.003.503.003.003.003.003.003.003.003.003.00
910914916920922926928932934938941944947950952956958962964968970974976979982985988991994998100110041007101010131016101910221025
15.1715.2315.2715.3315.3715.4315.4715.5315.5715.6315.6815.7315.7815.8315.8715.9315.9716.0316.07'16.13
16.1716.2316.2716.3216.3716_42
16.4716.5216.5716.6316.6816.7316.7816.8316.8816.9316.9817.0317.08
20.017.124.O17.1
24.O17.124.O17.124.017.120.020.020.020.024.017.1
24.017.1
24.0'17.1
24.017.1
24.020.020.020.020.020.020.017.1
20.020.020.020.020.020.020.020.020.o
1.080.921.290.921.29o.921.29o.921.290.921.081.081.081.081.290.921.290.921.290.921.290.921.291.081.081.081.081.081.08o.921.08'1.08
1.081.081.081.081.081.081.08
o.1440.1230.173o.1230.1730j230.1730.1230.1730.1230.1440.1440.144o.1440.1730.1230.1730j230.1730j230.17301230.1730.1440.1440.144o.1440.1440.144o.'1230.144o.1440.144o.1440.1440.1440.1440.144o.144
0.0040.0030.0050.0030.0050.0030.0050.0030.0050.0030.0040.0040.0(x0.0040.0050.0030.0050.0030.0050.0030-0050.0030.0050.0040.0040.0040.0040.0040.0040.0030.0040.0040.0040.0040.0040.0040.0040.0040.0o4
in/hr0.880.751.050.751.050.751.050.75'1.05
0.750.880.880.880.881.050.751.050.751.050.751.054.751.050.880.880.880.880.880.880.750.880.880.880.880.880.880.880.880.88
mm/hr22.319.1
26.819.'l26.819.1
26.819.126.8't9.1
22.322.322.322.326.819.1
26.8't9.'1
26.819.1
26.819.1
26.822,322.322.322.322.322.319.'l22.322.322.322.322.322.322.322.322.3
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282828282828282828282828282828282828282828282828282828282828282828282828282828
1212'12
121212121212'12
1212121212121212121212121212121212121212121212121212121212
TEST 1
57
Month day Hour Minute Second lnterual Total, s* Total, min tips/min gal/min ft3 lmin mt /min in/hr7.510.514172023262932
34.537.540.543.546.549.552.555.558
1
3.56.5I12151821
2427303336
38.541.544.547.550.553.556.559
3.003.003.503.003.003.003.OO
3.003.002.503.003.003.003.003.003.003.002.503.002.503.002.503.003.003.003.003.003.003.003.003.OO
2.503.003.003.003.003.003.002.50
1028103110341037104010/.31046104910521055105810611064106710701073't07610781081108/.108710891092109510981101110/l110711101113111611191122.112511281 131
113411371139
17.1317.1817.2317.2817.3317.3817.43't7.4817.5317.58't7.63
17.6817.7317.7817.8317.8817.9317.9718.0218.0618.1118.1518.2018.2518.3018.3518.4018.4518.5018.5518.60'18.64
18.69'18.74
18.7918.8418.8918.9418.98
20.020.017.1
20.020.020.020.020.020.024.O20.020.020.020.020.o20.020.024.020.024.020.024,020.020.020.020.020.020.020.020.020.024.020.020.020.020.020.020.024.O
1.081.08o.921.081.081.08't.081.081.081.291.081.081.081.081.08'1.08
1.081.291.081,291.081.291.081.081.081.081.081.081.081.081.081.291.081.081.081.081.081.081.29
0.1440.1440.1230,1440.1440.1444.1440.1440.1440.1730.144o.1440.1440.1440.1440.144o.1440.1730.1440.1730.144o.1730.1440.1440.1440.1440.1440.1440.1440.1440.1440.1730.1440.1440,1440.1440.1440.1440.173
0.0040.0040.0030.0040.0040.0040.0040.0040.0040.0050.0040.0040.0040.0040.0040.0040.0040.0050.0M0,0050.0040.0050.0040.0040.0040.0M0.0040.0M0.0040.0040.0040.0050.0040.0040.0040.0040.0@r0.0040.005
o_88
0.880.750.880.880.880.880.880.881.050.880.880.880.880.880.880.881.050.881.050.881.050.880.880.880.880-880.880.880.880.881.050.880.880.880.880.880.881.05
mm/hr22.322.319.1
22.322.322.322.322.322.326.822.322.322..3
22.322.322.322.326.822.326.822.326.822.322.322.322.322.322,322..3
22.322.326.822..3
22.322.322,322.322.326.8
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575757575757575757575757575757575757585858585858585858585858585858585858585858
282828282828282828282828282828282828282828282828282828282828282828282828282828
121212121212't21212121212121212121212121212121212121212121212121212121212121212
TEST 1
58
Month day Hour Minute Second lnterual Total, sec Total, min tips/min gallmin ft3 /min mt lmin in/hr mm/hr22.322.322.322.322.322.322.322,322.322.322.322.326.822.326.822,322.322.322.322.326.822.322.326.822.322.326.822.326.822.322.322.322.322.322.322.322.322.326.8
9o
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59595959595959595959595959595959595959590000000000000000000
282828282828282828282828282828282828282828282828282828282828282828282828282828
121212121212121212121212121212121212121213131313131313131313131313131313131313
0.880.880.880.880.880.880.880.880.880.880.880.881.050.881.050.880.880.880.880.881.050.880.881.050.880.881.050.881.050.880.880.880.880.880.880.880.880.881.05
258
11
1417202326293235
37.540.54346495255580.53.56.591215
17.520.523262932353841444750
52.5
3.003.003.003.003.003.003.003.003.003.003.003.002.503.002.503.003.003.003.003.002.503.003.002.503.003.002.503.002.503.003.003.003.003.003.003.003.003.002.50
1142114511481151115411s71 1601 1631 1661 169117211751178118111831 1861189119211951 1981201120412071209121212151218'1221
12231226122912321235123812411244124712501253
19.0319.0819.1319.1819.2319.2819.3319.3819.4319.4819.5319.5819.6319.6819.7219.7719.8219.8719.9219.9720.0120.0620.1120.1520.2020.2520.2920.u20.3820.4320.4820.5320.5820.6320.6820.7320.7820.8320.88
20.020.020.020.020.020.020.020.020.020.020.020.024.O20.024.020.020.020.020.020.024.O20.020.024.020.020.024.020.024.020.020.020.020.020.020.020.020.020.024.O
1.081.081.081.081.081.081.081.081.081.081.081.081.291.081.291.081.081.081.081.081.291.081.081.291.081.081.291.081.291.081.081.081.081.081.081.081.081.081.29
0.1440.1440.1440.1440.1440.1440.1440.144o-1440.1440.1440.1440.173o.1440.173o.144o.1440.1440.1440.1440.1730.1440.1440.1730.1440.1440.1730.1440.1730.1440.144o.1440.1440.1440.1440.1440.1440.1440.173
0.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0050.0040.0050.0040.0040.0040.0040.0040.0050.0040.0040.0050.0040-0040.0050-0040.0050.0040.0040.0040.0040.0040.0040.0040.0040.0040.005
TEST 1
59
Month day Hour tiinute Second lnterual Total, sec Total, min tips/min gallmin ft3 lmin m3 lmin in/hr mm/hr19.122.322.322.322.326.822.322.319.1%.822.322.319.126.822.322.322.326.822.326.822.322.322.322.322.326.819.126.822.326.822.326.819.126.822.322.322.326.822.3
282828282828282828282828282828282828282828282828282828282828282828282828282828
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001
1
1
1
1
1
1
1
I'l
1
1
1
1
1
1
1
1
1
1
22222222222222222
5659258
10.513.516.520
?2.525.528.532
34.537.540.543.54649
51.59.557.50.53.56.59
12.515't8
20.523.526
29.532353841
43.546-5
3.503.003.003.003.002.503.003.003.502.503.003.003.502.503-003.003.002.503.002.503.003.003.003.003.002.503.502.503.002.503.002.503.502.503.003.003.002.503.00
125€.125912621265126812711274127712801283128612891292129512981301130413061309131213't5'1318
132113241327132913331335133813/.113/'413461350135213551358136113641367
20.9320.9821.0321.O821.1321.1821.2321.2821.3321.3821.4321.821.5321.5821.6321.6821.7321.7721.8221.8621.9121.9622.0122.622.1122.1522.2122.2522.3022.3422.3922.4322.4922.5322.5822.6322.6822.7322.78
17.120.020.020.020.024.020.o20.017.124.O20.020.017.124.020.020.020.024.020.024.O20.020.020.020.020.024.017.1
24.020.024.O20.024.017.',1
24.020.020.o20.024.020.0
0.921.081.081.081.08'1.29
1.081.08o.921.291.081.080.921.291.081.081.081.291.081.291.081.081.081.081.081.290.921.291.081.291.081.29o.921.291.081.081.081.291.08
0.123o-1440.1440.1440.140.1730.144o.1440.1230.1730.1440.1440.123o.1730.1440.14o-1440.1730.1440.1730.1440.1440.1440.1440.1440.173o.123o.173o.1440.173o.1440.173o.123o.173o.144o-1440.144o.1730.144
0.0030.0040.0040.0040.0040.0050.0040.0040.0030.0050.0040.0040.0030.0050.0040.0040.0040.0050.0040.0050.0040.0040.0040.0040.0040.0050.0030.0050.0040.0050.0040.0050.0030.0050.0040.0040.0040.0050.004
0.750.880.880.880.881.050.880.880.751.050.880.880.751.050.880.880.881.050.881.050.880.880.880.880.881.050.751.050.881.050.881.050.751.050.880.880.881.050.88
TEST 1
60
Month day Hour Min.tte Second lnterual Total, sec Total, min tipslmin gal/min ft3 /min mi lmin49.552.555.558.51.54.57
10.s131619
21.52427
29.532.53538
40.54346
48.551
54.5570
2.55.58.511
13.516.519.522.52528
30.533.536
3.003.003.003.003.003.002.503.502.503.003.002.502.503.002.503.002.so3.002.502.503.002.502.503.s02.503.002.503.003.002.502.503.003.003.002.503.002.503.002.50
13701373137613791382138513871391139313961399140214041407141014131415141814211423142614291431143514371MO1443144614491451145/.14571460146314651468147114741476
22.8322.8822.9322.9823.0323.0823.1223.1823.2223.2723.3223.3623.4023.4523.4923.M23.s823.6323.6823.7223.7723.8123.8523.9123.9524.0024.0424.0924.1424.1824.2324.2824.3324.3824.4224.4724.5124.5624.60
20.020.020.020.020.020.024.017.1
24.020.020.024.024.020.024.020.024.O20.024.024.020.024.024.017.124.020.024.020.020.024.024.020.020.020.024.020.024.020.024.0
1.081.081.08'1.08
1.081.081.29o.921.291.08'1.08
1.291.291.081.291.081.291.081.291.291.081.291.29o.921.291.081.291.081.081.291.291.081.081.081.291.081.291.081.29
0.144o.1440.144o.144o.144o.1440.1730.1230.173o-1440.1440.1730.173o.1440.1730.1440.1730.1440.1730.173o.1440.1730.173o.1230.1730.1440.1730.1440.1440.173o.'t730.1440.1440.1440.173o.140.1730.144o.173
0.0040.0040.0040.0040.0040.0040.0050.0030.0050.0M0.0040.0050.0050.0040.0050.0040.0050.0040.0050.0050.0040.0050.0050.0030.0050.0040.0050.0040.0040.0050.0050.0040.0040.0040.0050.0@0.0050.0040.005
in/hr0.880.880.880.880.880.881.05o.751.050.880.881.051.050.881.050.881.050.881.051.050.881.051.050,751.050.881.050.880.88'1.05
1.050.880.880.881.050.881.050.881.05
mm/hr22.322.322.322.322.322.326.819.1
26.822.322,326.826.822.326.822.326.822.326.826.822.326.826.819.1
26.822.326.822.322.326.826.822.322.322.326.822.326.822.326.8
9I999oooo
I9oooo
I9oo
Ioooo
I99oo
999IIIo
Io
I
282828282828282828282828282828282828282828282828282828282828282828282828282828
131313131313131313131313131313131313131313131313131313131313'13
1313131313131313
222233333333333333333333344444444444444
TEST 1
61
Month day Hour Minute Second lnterual Total, s* Tobl, min tips/min gallmin ft3 lmin m3 lmin38.541.544.547
49.55255
57.50.536
8.511.51417
19.5222528
30.533.53639
41.544.54750
52.555
57.50.536
8.511.51417
19.522.5
2.503.003.002.502.502.503.002.503.002.503.002.503.002.503.002.502.503.003.002.503.002.503.002.503.002.503.002.502.502.503.002.503.002.503.002.503.002.503.00
14791482148514871490149214951498150115031506150915121514151715201522152515281s31153/.1536153915421545154715501553155515s8156115631566156915721574157715801583
24.U24.6924.7424.7824-8324.8724.9224.9625.0125.0525.1025.1425.1925.2325.2825.3325.3725.4225.4725.5125.5625.6025.6525.6925.7425.7825.8325.8825.9225.9626.0126.0526.1026.1426.1926.2326.2826.3326.38
24.O20.020.024.O24.024.O
20.024.O20.024.020.024.020.024.020.024.024.020.020.424.020.024.O20.024.020.024.020.024.024.024.020.024.020.024.020.024.020.024.020.0
1.291.081.081.291.291.291.081.291.081.291.081.291.081.291.081.291.291.081.081.291.081.291.081.291.081.291.081.291.291.291.081.291.081.29't.081.291.081.29'1.08
0.173o.'t440.1440.1730.1730.173o.144o.1730.1440.1730.1440.1730.1440.1730.1440.'1730.1730.1440.1440.1730.1440.173o.1440.1730.144o-1730.1440.1730.1730.1730.1440.173o.'t440.173o.1440.173o.144o.173o.144
0.0050.0040.0040.0050.0050.0050.0040.0050.0040.0050.0040.0050.0040.0050-0040.0050.0050.0040.0040.00s0.0040.0050.0040.0050.0040.0050.0040.0050.0050.0050.0040.0050.0040.0050.0040.0050.0040.00s0.004
irVhr1.050.880.881.051.051.050.881.050.881.050.881.050.881.050.881.051.050.880.881.050.881.0s0.881.050.881.050.881.051.051.050.881.050.881.050.88'1.0s
0.881.050.88
mm/hr26.822.322.326.826.826.822.326.822.326.822.326.822.326.822.326.826.822.322.326.822.326.822.326.822.326.822.326.826.826.822.326.822.326.8?2.326.822.326.822.3
99o
Io
9ooo
Io
9I99o
II9IIIoo
9oooo
9I9oo
99oo
I
282828282828282828282828282828282828282828282828282828282828282828282828282828
1313131313131313131313131313131313131313131313131313131313131313131313131313
44444444E
555555555555555555E
55666666666
TEST 1
't3
62
Month day Hour Minute Secoad Interual Total, sec Tobl, min tips/min gallmin ft3 /min mt /min25.528.531
u36.539.54245485t
53.556.559.52.55I
10.513.51619
21.524.527.53033
35.538.541
4447
49.552.555580.536
8.511
3.003.002.503.002.503.002.503.003.003.002.503.003.003.002.503.002.503.002.503.002.503.003.002.503.002.503.002.503.003.002.503.002.503.002.502.503.002.502.50
158615891591159415971600160216051608161 1
16',14
16171620'1623
1625162816311634163616391il2164515481650165316561659166116641667167016731675167816811683168616891691
26.4326-4826.5226.5726.6126.6626.7026.7526.8026.8526.8926.9426.9927.M27.0827.1327.1827.2327.2727.3227.3627.4127.4627.5027.5527.5927.U27.6827.7327-7827.8327.8827.9227.9728.0128.0528.1028.1428.18
20.020.024.020.024.020.024.020.020.020.o24.020.020.020.024.020.024.020.024.020.024.020.020.024.020.024.020.024.020.020.024.020.024.020.024.024.020.024.024.O
1.081.081.291.081.291.081.291.081.081.081.291.081.081.081.291.081.291.081.291.081.291.081.081.291.081.291.081.291.081.081.291.081.291.081.291.29'1.08
1.291.29
0.1440.1440,'1730.1440.1730.1440.1730.1440.144o.144o-1730.1440.1440.144o.173o.1440.1730.1440.1730.1440.1730.140.1440.1730.1440.173o.1440.1730.144o.1440.173o.1440.173o.14o.1730.173o.144o.173o.173
0.0040.0040.0050.0040.0050.0040.0050.0M0.0040.0040.0050.0040.0040.0040.0050.0040.0050.0040.0050.0040.0050.0040.0040.0050.0040.0050.0040.0050.0040.0040.0050.0040.0050.0040.0050.0050.0040.0050.00s
in/hr0.880.881.050.881.050.881.050.880.880.881.050.880.880.88't.05
0.881.0s0.881.050.881.050.880.881.050.881.050.881.050.880.881.050.881.050.881.051.050.881.051.05
mm/hr22.322.326.822.326.822.326.822.322.322.326.822.322.322.326.822.326.822.326.822.326.822.322.326.822.326.822.326.822.322.326.822.326.822.326.826.822.326.826.8
ooo
Iooooo
9999o
9I9o
9oo
99999III99o
Iooo
Io
I
666666666666677777777777777777777788888
28 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 'r3
28 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 1328 13
TEST 1
63
Month day Hour Minute Second Interual Total, sec Total, min tips/min gallmin ft3 lmin mt lmin in/hr mm/hr22.3m.822.326.826.826.822.326.822.326.822.326.822.326.822.322.322.326.822.326.822.326.822.326.822.326.822.326.822.322.326.826.822.326.822.319.1
19.1
19.114.9
8888888888888888899o
9I9I99I99II9I9999I10
o
I9999II9o
Io
9I9999I99IIo
9999o
99oo
9ooo
99
282828282828282828282828282828282828282828282828282828282828282828282828282828
13't313131313131313131313131313131313131313131313131313131313131313131313131313
0.881.050.881.051.051.050.88't.05
0.88'1.05
0.881.050.881.050.880.880.881.050.881.050.881.050.881.050.881.050.881.050.880.881.051.050.881.050.880.750.750.750.59
1416.s19.s22
24.52730
32.535.53841
43.546.5495255580.53.56I
11.514.51720
22.525.52831
u36.53942
44.547.551
54.5582.5
3.002.503.002.502-502.503.002.503.002.503.002.503.002.503.003.003.002.503.002.503.002.503.002.503.002.503.002.503.003.002.502.503.002.503.003.503.503.504.50
169416971700170217051707171017131716171817211724172717291732173517381741174417461749175217551757176017631766176817711774177717791782178517881791179517981803
28.2328.2828.3328.3728.4128.4528.5028.928.5928.6328.6828.7328.7828.8228.8728.9228.9729.0129.0629.1029.1529.1929.2429.2829.3329.3829.4329.4729.5229.5729.6129.6529.7029.7429.7929.8529.9129.9730.04
20.024,O20.o24.O24.024.020.024.020.024.020.o24.020.024.020.020.020.024.O20.024.020.024.020.024.020.024.020.o24.O20.o20.024.024.020.024.O
20.o17.117.117.1
13.3
1.081.291.081.291.291.291.081.291.081.291.081.291.081.291.081.081.081,291.081.291.081-291.081.291.081.291.081.291.081.081.291.291.081.291.08o.920.920.920,72
o.140.173o.1440.1730.1730.1730.1440.1730.1440.1730.1440.1730.1440.173o.144o.144o.'t440.173o.1440.173o,1440.173o.1440.1730.1440.1730.1440.1730.144o.'t440.1730.173o.1440.1730.144o.1230j23o.1230.096
0.0040.0050.0040.0050.0050.0050.0040.0050.0040.0050.0040.0050.0040.0050.0040.0040.0040.0050.0040.0050.0040.0050.0040.0050.0040.0050.0040.0050.0040.0040.0050.00s0.0040.0050.0040.0030.0030.0030.003
TEST 1
64
Month day Hour Minute Second Interual TohLs* Tohl,min tips/min gal/min ft3/min m3/min in/hr0.59o.440.480.380.330.280.25o.210.200.160.130.100.06
mm/hr928139281392813928139281392813928139281392813928139 28 'r3
92813I 28 '13
1010101010101011
11
11
11
1213
713
18.525.533.543
53.56
19.536.556.5236
4.506.005.507.008.009.5010.5012.5013.5017.0020.0026.5043.@
18071813181918%183418431854186618801897191719431986
30.1230.2230.3130.4330.5630.7230.893't.1031.3331.6131.9432.3833.10
13.310.010.98.67.56.35.74.84.43.53.02.31.4
o.720.540.s90.460.40o.u0.3'to.260.240.190.16o.120.08
0.0960.0720.0780.0620.0540.0450.0410.0350.0320.0250.0220.0160.010
0.0030.0020.0020.0020.0020.0010.0010.0010.0010.0010.0010.0000.000
14.911.212.29.68.47.06.45.45.03.93.32.51.6
TEST 1
65
Applid Rain and Runon Quantities
Ruaon Runon
@"mn) (fttlmin)
Assoctated Assoctatedl'''/pqvlous lmp€{.viousLqth(m) Lqrfir($
EtHiveT&l ittflowtoirrfrow PlolOnly
({t3/min) (mmlhd0.1640.164
Rainfall Verifiation
Calibrded
SpacialAvg.
Avg. (in hrl &lntensity (mm/hr)
1.001.001.00
Eaps€dTimeTime
(ntn)Rain
(mrilrr?)
25.42s.40.0
Runon(sumin)
Toal inf,ow(n3/nin)
030.0030.00
1.01.00.0
0,1340.134
8.688.68
0.0
24'5n.50.0
3.79E-033.79E-03
0.0
4.64€{t34.648-03
0.0
TEST 1
138,51 38,5
0.0
1.01.01.01.0
1
234
r
66
SO't MO'STURE PROBE READ''VGS
Time(actual)
Timemin
Probe 1 Probe 2Probe from top
Locations: (cml
-
Probe 1: 4Probe2: 145
Average I n itial Moistu re:Avetage Max Moisture:dtheta:
12:3612:4512:5012:5513:0013:0513:40
04_33
9.3314.3319.3324.3359.33
9.7Vo
26.5o/o
26.4o/o
26.4o/o
26.4o/o
26-5o/o
24.2o/o
11.60/o
13.9o/o
27-3o/o
27.4o/o
28-1o/o
27-4%22.1o/o 10.7%
27.3%16.7olo
TEST 1
67
LIDphi:Ks;
sec
1
1.02.50E-04
dtheta 17o/o
7500Ko:
mrn24.2 -3.2
601201802403003604204805406006607207808409009601020108011401200126013201 38014401 500156016201 680174018001 8601920198020402100
1
2345678
I1011
12
131415161718192021
22232425zo2728293031
32333435
1.06E-062.68E-066.06E-061.36E-052.52E-054.24E-056.62E-059.77E-051.38E-041.88E-042,50E-043.23E-044.10E-045,10E-046.12E-046.76E-047.00E-047.07E-04710E-047.10E-047.11E-047.11E-047.11E-047.11E-047.11E-447.11E-047.11E-047.11E-04711E-047.11E-O45.87E-044.94E-044.21E-043.62E-043.15E-04
0.00E+000.00E+000.00E+003.00E-082.50E-071.03E-062.86E-066.42E-061.25E-051.47E-041.99E-042.61E-043.32E-044.15E-045.09E-045.89E-046.27E-046.39E-046.44E-046.45E-046.46E-046.47E-046.48E-046.48E-046.48E-046.49E-046.49E-046.49E-046.50E-046.50E-044.78E-043.97E-043,32E-042.80E-042.38E-04
TEST 1
0.00.1
0.20.50.91.52.43.55.06.89.011.614.718.422.024.325.225.525.525.625.625.625.625.625.625.625.625.625.625.621.117.815.213.011,3
0,00.00.00.00.00.00.1
0.20.45.37.29.412.014.918.321.222.623.023.223.223.323.323.323.323.323.423.423.423.423.417.214.312.010.18.6
EPS
cm/sec mm/hr
END OF PLOT
cm/sec mm/hr
utaxRunoff(mm/hr)
AGIUAI
Runoff(mm/hr)
%Difference
68
FIGURE A-1
Rain/Runoff Hydrograph - 1
oLJpo=o(r,
35
30
25
20?(D
J
153
5o/o1
30%
25%
2oo/o
1Oo/"
o%
5o/o
10
0
5
10 15 20 25 30 35
Elapsed Time (min)
TEST 1
Ia
,a
a
a
,,t
-
IttIIIa
II\
It
IIa,,
aaIIIaI
*SdlProbe 1
-'r-SdlProtu2
Simulated Rain(mm/hr)
r - ModelPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
0 5
69
40 45 50 55
MOBTLE TEST #1 (TEST 2)9n8n@4Spokane Static Siteus 2 MP 298.4 - LT
Plot Parameters Stad Time:Srope.' 6:1 End Time:
Length (cm): 192 Test Duration:Width (cm): '102 Model Plot Area (r#):
PlotArea 1m21: l.ssVegiafion: sparse ryegrass (50%)
lnitial Theta: 1,6%FinalTheta: 25.3%
dtheta: 23.7%
030.523.524.5286.558
51.530.559
21.543.52.521.537.553.5
823.537.5524.517
27.538.548.559.59.5
20.530.540.549to7.516.52535
0390.50293.00181 .00183.50218.5011 1.5053.5039.0028.5022.5022.O019.0019.0016.0016.0014.501 5.5014.0014.5012.5012.5010.5011.0010.001 1.0010.001 1.0010.0010.008.5010.008.509.008.50
'10.00
0.00390.50683.50864.50
1 048.001 266.501 378.001431.s01470.501499.001521.501 543.50I 562.501 581.50't597.50161 3.501628.001643.501657.501672.001684.501697.001707.501718.50172A.501739.501749.501760.501770.501780.501789.00'1799.00
1807.501816.501825.001835.00
14:42:OO'15:40:00
0:58:(N10.90
0.006.51
'1 1.3914.4117.4721.1122.9723.4624.5124.9825.3625.7326.O426.3626.6326.8927.1327.3927.6327.8728.0828.2828.4628.6428.8128.9929.1629.3429.5129.6829.8229.9830.1330.2830.4230.58
0.000.15o.200.330.330.270.541.121.542.112.672.733.163.163.753.754.143.874.294.144.804.805.715.456.005.456.005.456.006.007.066.007.066.677.066.00
0.000.010.010.020.020.010.030.060.080.1 1
o.140.15o.17o.17o.200.20o.22o.21
0.23o.220.26o.260.310.29o.320.29o.320.29o.32o.320.38o.320.380.360.380.32
0.0000.0010.0010.0020.0020.0020.0040.0080.0110.0150.0190.020o.023o.023o.o27o.0270.0300.0280.0310.0300.0350.0350.0410.0390.0430.0390.0430.0390.0430.0430.0510.0430.0510.0480.0510.il3
0.000.010.010.010.010.010.020.05o.o70.090.12o.120.140.140.170.170.18o.170.190.180.210.210.250.240.26o.240.260.240.260.260.310.260.310.290.3't0.26
Estimated Ke (from model):mm,/hr cnds
iaof rsoe-os
Volumetric RatesNormalized RatesMax Runoff Rate (mm/hr): 15.8
lnflow Rate (mm/hr): 25.4RunoffPercenhge: 62.2%
Month day Year Hour Minute Second lnterva! Tohl, sec Tota!, min tips/min gat/min fts lmin m" /min in/hr mm/hr
(Umin):(Umin):
0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.00'1
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.001
2.874.61
62.2%
oo
oo
I9I9o
I9II9I9oo
9II9IIo
o
9Iooo
o
IIII
282828282828282828282A28282828282828282828282A2828282A282828282828282A28
444444444444444444444444444444444444
1414
1414
1415151515151515151515151515
15151515151515
15151515
151515
15151515
4248535659?
456677888
8o
III1010101010
1011
11
11
11
11
11
12121212
0.000.170.230.370.370.310.601.261.722.362.993.063.543.544.204.204.644.344.804.U5.385.386.416.116.736.116.736.116.736.737.916.737.917.477.916.73
TEST 2
70
Honth day Year Hour Minute Second lnteMal fohl, sec Tohl, min tlps/min gaumin ft3 tmin ms lmin in/hr mm/hr121213131313
1313131414
14141414141515151515151515161616161616161617171717't71717
17
1718181818'18
18
151515151515
151515151515
151515151515151515151515151515't515'15
151515151515
15
1515
15
15151515151515
44444444444444444444444444444444444444444444444
2828282828282828282A282A282A282828282828282828282828282A28282828282A28282828282A
28282a2828282A
44.5554
13.521.530.538
46.5543
1 1.52130
39.548575
13.520.529364451
59614
20.52A35
42.549562.59.516
22.528.535.541
48540.56.513.519.5275J
9.5010.509.009.508.009.007.508.507.509.008.509.509.009.508.509.008.008.507.OO
8.507.OO
8.007.008.007.OO
8.006.507.507.007.506.507.006.507.005.506.506.007.005.507.006.006.506.007.006.007.506.00
'tu4.501855.001864.001 873.501881.501890.501 898.001906.501914.001923.001331.501941.001950.001959.50196E.001977.001985.001993.502000.502009.002016.002024.OO2031.002039.002046.O02054.002060.502068.002075.002082.502089.002096.002102.502109.502116.002122.502128.502135.502141.902148.O02154.002160.502166.502173.502179-502187.O02193.00
6.325-716.676.327.506.678.007.068.006.677.066.326.676.327.066.677.507.068.577.068.577.508.577.50E.577.509.238.008.578.009.238.579.238.579.239.2310.008.5710.91
8.5710.009.2310.00E.5710.008.0010.00
0.340.310.360.340.400.360.430.380.430.360.380.340.360.340.380.360.400.380.460.380.460.400.460.400.460.400.500.430.460.430.500.460.500.460.500.500.540.460.590.460.540.500.540.460.540.430.54
0.0450.0410.0480.0450.0540.0480.0580.0510.0580.0480.0510.0450.0480.(X50.0510.0480.0540.0510.0620.0510.0620.0540.0620.0540.0620.0540.0660.0580.0620.0580.0660.0620.0660.0620.0660.066o,o720.0620.0780.062o.0720.066o.o720.062o.0720.058o.072
30.7430.9231.0731.2331.3631.5131.6331.7831.9032.0532.1932.3532.5032.6632.8032.9533.08JJ.ZJ33.3433.4833.6033.7333.8533.9834.10u-2334.34u.4734.58u.71u.8234.9335.0435.1635-2735.3835.4835.5935.6835.8035.9036.0136.1136.23JO.5J
36.4536.55
TEST 2
0.001 0.28 7.080.001 0.25 6.410.001 0.29 7.470.001 0.28 7.080.002 0.33 8.410.001 0.29 7-470.002 0.35 8.970.001 0.31 7 -910.002 0.35 8.970.001 0.29 7.470.001 0.31 7.910.001 0.28 7.080.001 0,29 7.470.001 0.28 7.080.001 0.31 7.910.001 0.29 7.470.002 0.33 8.410.001 0.31 7.910.002 0.38 9.610.001 0.31 7.910.002 0.38 9-610.002 0.33 8.410.002 0.38 9.610.002 0.33 8.410.002 0.38 9.610.002 0.33 8.410.002 0.41 10.350.002 0.35 8.970.002 0.38 9.610.002 0.35 8.970.002 0.41 10.350.002 0.38 9.610.002 0.41 10.350.002 0.38 9.610.002 0.4't 10.350.002 0.41 10.350.002 0.44 11.210.002 0.38 9.610.002 0.48 12.230.002 0.38 9.610.002 0.44 11.210.002 0.41 10.350.002 0.44 11.210.002 0.38 9.610.002 0.44 11.210.002 0.35 8.970.002 0.44 11.21
7l
Month day k4r lleur Minute Secoad lnteval ToAL sec To',,!, min tips/min gallmin lt3 lmin m3 lmin in/hr mm/hro
IIIIIoo
o
I9o
IIo
IIIo
o
99Io
9II9Ioo
9I9IIIIo
II9IIIII
2828282A
2828282828282828282A2828282828282828282828282A28282A2828282A2828282828282828282a28282A
44444444444444444444444444444444444444444444444
1515
1515
1515
15
15151515
15151515151515
151515'15
151515151515151515
151515
151515
151515151515'15
151515
7.506.007.506.007.N5.506.506.006.505.506.505.506.505.506.505.506.505.006.505.006.505.006.505.006.005.006.505.006.005.006.005.006.004.506.005.006.505.006.005.506.005.006.505.006.005.006.00
18
181819
1919
19
191919191919202020202020202020202021
2121212121
21212121
22222222222222222222222323
40.546.5540
712.519
2531.537
43.549
55.51
7.513
19.524.531
JO
42.547.55459510
16.52't.527.532.538.543.549.55405
11.516.s22.5283439
45.550.556.51.57.5
2200.502206.502214.002220.0O2227.002232.502239.002245.002251.502257.002263.502269.002275.502281.0022A7.502293.002299.502304.50231 1.002316.002322.502327.502334.002339.002345.002350.002356.502361.502367.502372.502378.502383.502389.502394.002400.002405.002411.502416-502422.502428.0024U.002439.002445.502450.502456.502461.502467.50
36.6836.7836.9037.0037.1237.2137.3237.4237.5337.6237.7337.8237.9338.0238.1 3
38.2238.3338.4138.5238.6038.7138.7938.9038.9839.0839.1739.2839.3639.4639.5439.il39.7339.8339.9040.0040.0840.1940.2840.3840.4740.5740.6540.7640.8440.9441.0341.13
TEST 2
8.0010.008.0010.00E.57
10.919.2310.009.2310.919.2310.919.23
10.919.23
10.919.2312.009.2312.009.2312.009.2312.O010.0012.009.23
12.O010.0012.0010.0012.0010.0013.3310.0012.009.2312.0010.0010.9110.0012.OO
9.2312.OO
10.0012.O010.00
0.430.540.430.540.460.590.500.540.500.590.500.590.500.590.500.590.500.650.500.650.500.650.500.650.540.650.500.650.540.650.540.650.540.720.540.6s0.500.650.540.590.540.650.500.650.540.650.54
0-0580.0720.0580.0720.0620.0780.066o.0720.0660.0780.0660-0780.0660.0780.0660.0780.0660.0860.0660.0860.0660.0860.0660.086o.0720.0860.0660.086o.o720.086o.o720.086o.o720.096o-o720.0860.0660.086o.0720.078o.o720.0860.0660.086o.0720.086o.072
0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.0020.0020.o020.0020.0020.0020.0020.0020.0020.0020.0020.002
0.350.440.350.440.380.480.410.440.410.480.41
0.480.410.48o.410.48o.410.53o.410.530.410.530.410.530.440.530.410.53o.440.53o.440.530.440.59o.440.530.410.530.440.48o.440.530.410.530.440.53o.44
8.9711.218.9711.219.6112.2310.3511.2110.3512.2310.35'12.23
10.3512.2310.3512.2310.3513.4510.3513.4510.3513.4510.3513.4511.2113.4510.3513.4511.2113.4511.2113.4511.2114.95't1.2113.4510.3513.4511.2112.2311.2113.451 0.3513.4511.2113.4511.21
72
,lonth day Y@r Hout Minute Seco4g! @Enel !9p1, sec TdAL min tipslmin gallmin ft3 tmin ms tmln in/hr mnuhrI9II9IIo
II999999oo
Io
III9o
IIo
Io
9o
Ioo
IIIooo
9o
I9oo
23232323232323232324242424242424242424242525252525252525252525262626262626262626262626n272727
2A28282A
2828282A28282A282A28282828282828282828282828282828282828282828282828282828282828282828
44444444444444444444444444444444444444444444444
1515
151515
1515
15151515151515
1515151515151515151515151515151515
1515151515
1515151515
151515151515
12.518.52329u
39.5455156271318
23.528.534.539.545.550
55.50.56.5
1 1.5172228JJ?o
43.549.5140
4.510.515
2125.531
3641
45.551
55.5,l
5.511
15.5
5.O06.004.506.005.005.505.506.005.006.005.006.005.005.505.006.005.006.004.505.505.006.005.005.505.006.005.006.004.506.004.506.004.506.004.506.004.505.505.005.004.505.504.505.504.505.504.50
2472.502478-502483.002489.002494.002499-502505.002511.002516.00252..O02527.002533.002538.002543.502548.502554.502559.502565.502570.0O2575.502580.502586.502591.502597.002602.002608.002613.002619.002623.502629.502634.002640.002644.502650.502655.002661.002665.502671.002676.002681.002685.502691.002695.502701-OO
2705.502711.OO2715-50
41.2141.314'1.3841.4841.5741.6641-7541.8541.9342.O342.1242-2242.3042.3942.4842.5842.6642.7642.8342.9343.0143.1143.1943.2843.3743.4743.5543.6543.7343.8343.9044.0044.0844.1444.2544.3544.4344.52/t4.60r14.68
M-7644.8544.9345.O2
45.0945.1845.26
TEST 2
12-OO
10.0013.3310.0012.O010.91
10.9110.0012.OO
10.0012.0010.0012.0010.9112.0010.0012.0010.0013.3310.9112.OO
10.0012.0010.91'l2.oo10.0012.0010.0013.3310.0013.3310.0013.33't0.0013.3310.0013.3310.9112.0012-0013.3310.9113.3310.9113.3310.9113.33
0.650.54o.720.540.650.s90.590.540.650.540.650.540.650.590.650.540.650.54o.720.590.650.540.650.590.6s0.540.650.54o.720.54o.720.54o.720.54o-720.54o.720.590.650.65o.720.59o.720.59o.720.59o.72
0.086o.o720.096o.o720.0860.0780.078o.0720.086o.o720.086o-0720.0860.0780.086o.o720.086o.o720.0960.0780.086o.0720.0860.0780.086o.0720.086o.0720.096o.0720.096o.0720.096o.0720.096o.0720.0960.0780.0860.0860.0960.0780.0960.0780.0960.0780.096
0.002 0.53 13.450.002 0.44 11.210.003 0.s9 14.950.002 0.44 11.210.002 0.53 13.450.002 0.48 12.230.002 0.48 12.230.002 0.44 11.210.002 0.53 13.450.002 0.44 11.210.002 0.53 13.450.002 0.44 11.210.002 0.53 13.450.002 0.48 't2.230.002 0.s3 13.450.002 0.44 11.210.002 0.53 13.450.002 0.44 11.210.003 0.59 14.950.002 0.48 12.230.002 0.53 13.450.002 0.44 11.210.002 0.53 13.450.002 0.48 12.230.002 0.53 13.450.002 0.44 11.210.002 0.53 13.450.002 0.44 11.210.003 0.59 14.950.002 0.44 11.210.003 0.59 14.950.002 0.44 11.210.003 0.59 14.950.002 0.44 11.210.003 0.59 14.950.002 0.44 11.210.003 0.59 14.950.002 0.48 12.230.002 0.53 13.450.002 0.53 13.450.003 0.59 14.950.002 0.48 12.230.003 0.59 14.9s0.002 0.48 12.230.003 0.59 14.950.002 0.48 12.230.003 0.59 14.95
73
,lonth dav Year Hour Minute Secord lnterval Tota!, sec Totat, min tips/min ganmin ft3 lmin m3 lmin in hr mm/hr151515't515151515
15't5151515
15151515151515'15
1515151515
15151515
151515151515
1515
15
151515
1515151515
44444444444444444444444444444444444444444444444
II99I999I9
Iooo
I9IIIoo
9III9Ioo
9I99IIIII9I9IIo
I9I
2A28282828282828282828282828282A2828282828282828282828282828282A28282828282828282828282828282A
272727272727272728282828282828282828282829292929292929to29292929292930303030303030303030303030
2126
31.536.542.547.553.558.54.5o
15
1924.52934
38.543.547.552.556.51.55.5101419
22.527.531.536.540.545.549.5il.558.53.5I13
't7.s22.526.531.535.540.544.549.553.558.5
5.505.005.505.006.005.006.005.006.004.506.004.005.504.505.004.505.004.005.004.005.004.004.504.005.003.505.004.005.004.005.004.005.004.005.004.505.004.505.004.005.004.005.004.005.004.005.00
2721.002726.002731.502736.502742.502747.502753.502758.5027U.502769.002775.0O2779.0027U.502789.002794.O02798.502803.502807.502812.502816.502821.502825.502830.002834.002839.002U2.sO2847.502851.502856.502860.502865.502869.502874.502878.502883.502888.002893.002897.502902.502906.50291 1.50291 5.502920.502924.502929.502933.502938.50
45.3545.4345.5345.6145.7145.7945.8945.9846.0846.1 5
46.2546.3246.4146.4846.5746.6446.7346.7946.8846.9447.0347.O947.1747.2347.32473A47.4647.5347.6147.6847.7647.8347.9147.9848.0648.1348.2248.2948.3848.4448.5348.5948.6848.7448.8348.8948.98
10.9112.O010.s112.0010.0012.0010.0012.O0
10.0013.3310.0015.0010.9113.3312.0013.3312.0015.0012.0015.0012.0015.0013.3315.0012.0017.1412.0015.0012.0015.0012.0015.0012.0015.0012.0013.33't2.oo13.3312.0015.0012.0015.0012.O015.0012.0015.0012.00
0.5s0.650.590.650.540.650.540.650.54o.720.540.810.59o.720.65o.720.650.810.650.810.650.810.720.810.650.920.650.81
0.650.810.650.810.650.810.650.720.65o.720.650.81
0.650.81
0.650.810.650.810.65
0.0780.0860.0780.086o.0720.086o.0720.086o.0720.096o.0720.1080.0780.0960.0860.0960.0860.1080.0860.1080.0860.1080.0960.1080.086o.1230.0860.1 080.0860.1080.0860.1 080-0860.1080.0860.0960.0860.0960.0860.1080.0860.1080.0860.1080.0850.1080.086
0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0030.0030.0020.0030.0020.0030.0020.0030.0020.0030-0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.002
0.480.530.480.530.440.530.440.530.440.59o.M0.660.480.590.530.590.530.660.530.660.530.660.590.660.530.760.530.660.530.660.530.660.530.660.530.590.530.590.530.660.530.660.530.660.530.660.53
12.2313.4512.2313.4511.2113.4511.2113.4511.2114.9511.21
16.8112.2314.9513.45'14.95
13.4516.8113.4516.8 1
13.4516.8114.9516.8113.4519.2213.4516.8113.4516.81
13.4516.8113.4516.8113.4514.9513.4514.9513.4516.8113.4516.81
13.4516.8113.4516.8113.45
TEST 2
74
,lonth day Year Hour ,linute Second lnterval To'FlI, sec Totat, min tipslmin gatlmin ft3 lmin m3 lmin inrhr mBl/hrI9I9II999I9
Io
Ioo
I99IIo
IIII99I9IIo
o
II9oo
oo
Io
IIo
I
2828282828282828282828282828282828282828282828282828282828282A28282828282828282828282828282828
44444444444444444444444444444444444444444444444
15
1515151515
151515
15151515
15151515151515151515151515151515
1515151515
1515
1515
15
15't5151515151515
31
31
313131
31
31
31
31
31
3131
31
31
323232
3232323232JZ3232323333333333JJ
3333
3333
3333333333u34uu34
2-57.5
1 1.51620
24.528.533.5374246
50.554.559.53.58
12.517212630
34.538.543.54752560.54o
12.51721
25.529.5u38
42.546.55155
59.53.58.512.517.521.5
4.005.004.004.504.004.504.005.003.505.004.004.504.005.004.004.504.504.504.005.004.004.504.005.003.505.004.004.503.505.003.504.504.004.504.004.504.004.504.004.504.004.504.005.004.005.004.00
2942.502947.502951.502956.002960.002964.502968.502973.502977.002982.002986.002990.502994.502999.503003.503008.00301 2.503017.003021.003026.003030.003034.503038.503043.503047.003052.003056.003060.503064.003069.003072.503077.003081.003085.503089.503094.003098.0031 02.5031 06.50311 1.0031 15.0031 19.503123.503128.503132.5031 37.503141.50
49.0449.1 349.1949.2749.3349.4149.4849.5649.6249.7049.7749.8449.9149.9950.0650.1 350.2150.2850.3550.4350.5050.5850.6.450.7350.7850.8750.9351.0151.075'1.1551.2151.2851.3551.4351.4951.5751.6351.71
51.7851.8551.9251.9952.0652.1452.2152.2952.36
15.0012.O015.0013.3315.0013.3315.0012.0017.1412.0015.0013.3315.0012.0015.0013.3313.33't3.3315.0012.0015.0013.3315.0012.0017.1412.0015.0013.3317.1412.0017.1413.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0012.0O15.0012.0015.00
0.810.650.810.720.810.720.810.650.920.650.810.720.81
0.650.810.72o.720.720.810.650.81o.720.810.65o.920.650.81o.720.920.650.92o.720.81o.720.81
o.720.81
0.720.81
0.720.81o-720.810.650.810.650.81
0.1 080.0860.1 080.0960.1080.0960.1 080.0860.1230.0860.1 080.0960.1080.0860.1080.0960.0950.0960.1080.0860.1080.0960.1080.086o.1230.0860.1080.0960.1230.0860.1230.0960.1080.0960.1 080.0960.1080.0960.1080.0960.1080.0960.1080.0860.1080.0860.1 08
0.0030.0020.0030.0030.0030.0030.0030.0020.0030.0020.0030.0030.0030.0020.0030.0030.0030.0030.0030.0020.0030.0030.0030.0020.0030.0020.0030.0030.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0020.0030.0020.003
0.530.660.590.660.590.650.530.760.530.660.590.660.530.660.590.590.590.660.530.660.590.660.530.760.530.660.590.760.530.760.590.660.590.660.590.660.590.660.590.660.590.660.530.660.530.66
13.4516.8114.95'16.81
14.9516.8113.4519.2213.4516.8114.9516.8113.4516.8114.9514.9514.9516.8113.4516.8114.9516.8113.4519.2213.4516.8114.9519.2213.4519.2214.9516.8114.9516.81
14.9516.81
14.9516.8114.9516.8114.9516.8113.4516.8113.4516.81
0.66 16.8'l
TEST 2
75
Month day Yar Hour Minute Second lnterval ToAL sec Tohl, min tipslmin gahmin ft3 lmin m3 lmin irvhr mm/hrIIIo
I9
IIIIIo
9Io
99
II99IIIIIII99Io
9s9Ioo
IIII9so
I9
34uuu34u343435353535353535353535353535353636363636363636363636363636JI
37st373737375t373737
2828282828282828282A282828282828282828282828282A282828282A
282828282828282828282828282828282828
44444444444444444444444444444444444444444444444
15151515
15
15
151515151515151515151515
1515151515't51515151515
15151515
151515
151515151515
1515151515
26.530.535.539.54448
53.5572611
1519.523.528.5325I
40.545.54954
57.526
10.514.519zo
27.531.53640
44.548.553571.55
9.513.518
2226.5303539
43.5
5.004.005.004.004.504.005.503.505.004.005.004.004.504.005.003.505.003.505.003.505.003.504.504.004.504.004.504.004.504.004.504.004.504.004.504.004.503.504.504.004.504.004.503.505.004.004.50
3146.5031 50.503155.5031 59.503164.003168.003173.503177.003182.003186.003191.003195.003199.503203.503208.503212.003217.003220.503225.503229.003234.003237.503242.003246.003250.503254.503259.003263_00
3267.503271.503276.003280.003284.503288.503293.003297.003301.503305.003309.503313.503318.003322.0O3326.503330.003335.003339.003343.50
52.4452.5'l52.5952.6652.7352.8052.8952.9553-0353.1 053.1 853.2553.3353.3953.4853.5353.6253.6853.7653.8253.9053.9654.0354.1054.18u.24u.3254.38u.4654_53
54.6054.6754.7454.8154.8854.S555.0355.0855.1655.2355.3055.3755.4455.5055.5855.6555.73
12.0015.0012.0015.0013.3315.0010.91
17.1412.O015.0012.O015.0013.3315.0012.OO
17.1412.0017.1412.0017.1412.O017.1413.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3317.1413.3315.0013.3315.0013.3317.1412.0015.0013.33
0.650.810.650.8'1
0.720.8'1
0.59o.920.650.810.650.81o.720.810.650.920.650.920.650.920.650.92o.720.81o.720.810.720.810.720.810.720.81o.720.810.720.81
o.720.92o.720.81o.720.810.720.920.550.810.72
0.086 0.002 0.53 13.450.108 0.003 0.66 16.810.086 0.002 0.53 13.450.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.810.078 0.002 0.48 12.230.123 0.003 0.76 19.220.086 0.oo2 0.53 13.450.108 0.003 0.66 16.810.086 0.002 0.53 13.450.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.810.086 0.002 0.53 13.450.123 0.003 0.76 19.220.086 0.002 0.s3 13.450.123 0.003 0.76 19.220.086 0.002 0.53 13.450.123 0.003 0.76 19.220.086 0.002 0.53 13.450.123 0.003 0.76 19.220.096 0.003 0.59 14.9s0.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.8'l0.096 0.003 0.59 14.950.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.81
0.096 0.003 0.59 14.950.123 0.003 0.76 19.220.096 0.003 0.59 14.950.108 0.003 0.66 16.810.096 0.003 0.59 14.950.108 0.003 0.66 16.81
0.096 0.003 0.59 14.950j23 0.003 0.76 19.220.086 0.002 0.53 13.450.108 0.003 0.66 16.810.096 0.003 0.59 14.95
TEST 2
76
Month day Yar Hour Min,tte Secoad tntetval ToAL sec Tobl, min tips/min gatlmin ft3 lmin m3 lmin in/hr mrn/hro
Io
99o
I9IIIIIIII9oo
IIoo
9Io
Ioo
IIo
II9Ioo
99IIo
2828282828282828282828282828282A28282A282828282A282828282828282828282828282828282A2828
4444444444444444444444444444444144444444444
151515
1515151515
15151515
15151515151515151515151515
151515
15151515151515
1515151515
15
1515
37373738383838383838383838383838383839393939393939393939393939394040404040404041
424648
47.s52560.54.5I13
17.521.52630
34.53843
46.55155592.5711
15.519
23.52732
35.540.544.549.553.559410
15.523.5314256
26.553.550.549
4.004.504.004.504.004.504.004.504.004.504.004.503.505.003.504.504.004.003.504.504.004.503.504.503.505.003.505.004.005.004.005.505.006.005.508.007.5011.0014.0030.5087.00
237.OO1 1 8.50
3347.503352.003356.003360.503364.503369.003373.003377.503381.503386.003390.003394.503398.003403.003406.503411.003415.0034t9.00u22.50u27.O03431.003435.503439.003443-50u47.OO3452.003455.503460.503464.503469.5031173.50
3479.003484.003490.003495.503503.50351 1.003522.003s36.003566.s03653.503890.504009.00
55.7955.8755.9356.0156.0856.'t 556.2256.2956.3656.4356.5056.5856.6356.7256.7856.8556.9256.9857.0457.1257.1857.2657.3257.3957.4557.5357.5957.6857.7457.8357.8957.9858.0758.1758.2658.3958.5258.7058.9359./t460.8944.8466.82
TEST 2
15.0013.3315.00't 3.3315.0013.3315.0013.3315.0013.3315.0013.3317.1412.0017.141 3.3315.00't5.0017.1413.3315.0013.3317.1413.3317.1412.0017.1412.0015.00't2-oo15.0010.9112.0O
10.00't0.91
7.508.005.454-291.970.59o.250.51
0.81o-720.81o.720.81o.720.81o.720.81o.720.81o.720.920.650.920.720.810.81o.92o.720.81o-720.92o.72o.920.650.920.650.810.650.810.590.650.540.590.400.430.29o.2s0.r10.040.010.03
0.1080.0960.1080.0960.1080.0960.1080.0960.1080.0960.1080.096o.1230.0860.1230.0950.1080.108o.1230.0960.1080.096o.1230.096o.1230.0860.1230.0860.1080.0860.1 080.0780.086o.0720.0780.0540.0580.0390.0310.0140.0050.0020.004
0.0030.0030.0030.0030.0030.0030.0030.0030.0030-0030.0030-0030.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.0020.0020.0020.0010.0010.0000.0000.0000.000
0.660.590.660.590.660.590.660.590.660.590.660.590.760.530.760.590.660.660.760.590.660.590.760.590.760.530.760.530.660.530.660.480.530.440.480.330.35o.240.190.090.030.01o.o2
't6.8114.9516.8114.9516.E114.9516-81
14.9516.8114-9516.8114.9519.2213.4519.2214.9516.8116.81
19.2214.9516.8114.9519.2.14.95't9.2213.4519.2.13.4516.8113.4516.8112.2313.4511.2112-238.418.976.114.802.210.77o.280.57
77
Applid Rain and Runon Quantities
EffeciiveToAn Inflowto
Tti''e Rain Runon Runon Runon lmpenrious lmpewious Tobtinflow ittflow Ptotanly(nin) (nm/hr) (gathrin) 1m3/min1 &t/mtn) Lenth(m) Lenth(ft) (mslmin) (a/min) (nntho
58.00 25.4 1.0 3.79E-03 0.134 8.77 28.8 4.61E,03 0.163 141,385&00 0.0 0.0 0.0 0.0 0.0 0.0 0.0
TEST 2
Rainfall Verification
Gauge#Calibrated
Elapsedfirne Avg.(man) lniensity(in)
SpacialAW.
(in/h4 &(mm/h4
234
1.01.01.0
1.001.001.00't-00
r
78
SO't MO'STURE PROBE READ"VGS
Time Time(actual) min
Probe { Probe 2
14:4514:5515:0015:0515:1015:'1515:2015:40
ProbeLocations:
from top(cm)
O 2-4o/o
10 26-O0/o
15 25.8%20 25.8o/o
25 25.8%30 25.9o/o
35 25.9%55 25.9o/o
O-7o/o
4.Oo/o
5-4o/o
21.3o/o
24.5o/o
243%24.5o/o
24.5o/o
Probe 1
Probe 2
Avenge I nitial Moisture:Average Max Moisture:dtheh:
45145
1.60/o
25.3%23.7%
TEST 2
79
2LIDphl:Ks:
g9c
1.01.50E-03
mln
dtheta 240h
60120180240300360420480540600660720780840900960
10201080114012001 26013201 380't4401500156016201680174018001860192019802040210021602220228023402400246025202580264027002760282028802940300030603120318032403300336034203480
0.00.10.30.50.91.52,43.54.96.78.9
1 1.514.618.221.924.225.225.525.525.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625,625,625,625,625,625.625.625.625.625,625.625.625.625,6zc.p25.6
0.00.00.00.00.00.00.00.00.00.00.00.00.00.07.6
11.213.013.714.014.214.314.414.514.614.614.714.814.814.814.914.9'14.9
15.015.015.015.1
15.1
15.1
15.1
15.1
15.215.2
15.2
15.215.2
15.215.315.315.315,315.315.315.315.315.315.315.415.4
1 1.10E-062 2.36E-063 7,50E-064 1.36E-055 2.49E-056 4.19E-057 6.54E-058 9.66E-059 1.37E-04
10 1,86E-0411 2,47E-0412 3.19E-0413 4.05E-0414 5.05E-0415 6.08E-0416 6.73E-0417 6.99E-0418 7.07E-0419 7.10E-0420 7.10E-0421 7.11E-0422 7.11E-0423 7.11E-O424 7.11E-O425 7.11E-0426 7.11E-0427 7.11E-0428 7.11E-O429 7.11E-0430 7.11E-0431 7j1E-0432 7.11E-0433 7.11E-0434 7.11E-O435 7.11E-0436 7.11E-0437 7.11E-0438 7.11E-0439 7.11E-0440 7.118-0441 7.11E-0442 7j1E-0443 7.11E-O4
44 711E-0445 7.11E U46 7.11E-0/.47 7J1E-0448 7,118-0449 7.11E-0450 7j1E-0451 7,11E-0452 7.11E-O453 7.11E-0454 7i1e-0455 7j1E-0456 7j1E-0457 7.1'lE-0458 7.11E-04
0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.008+000.00E+000.00E+002.11E-O43.1 1 E-043.61 E-043.81 E-043.90E-043.94E-043.98E-044.01E-044.03E-044.05E-044.07E-044.08E-044.1 0E-044.11E-044.12E-044.1 3E-044.14E-044.1 5E-044.1 6E-044.17E-O44.1 8E-044.18E-044.1 9E-044.20E-044,20E-044.21E-044.21E-O44.22E-O44.22E-044.23E-044.23e-044.23E-044.24E-044.24E-044.24E-044.25E-044.25E-044.25E-044.26E-O44.26E-044.26E-044.26E-044.27E-044.27E-04
TEST 2
cm/soc mmrhr
EPU
l"'"" mm/hr
PL(J I
MAI
Runoff(mm/hr)
ACtUatRunoff lc(mmrhr) Olfferonco
80
FIGURE A-2
Rain/Runoff Hydrograph - 2
35
30
25
20?o
J
159
5%1
oLJooEoo
{0
55o/o
3oo/o
25o/o
20o/"
1Oa/o
Oo/o 0
0 E 10 15 25 30
Elapsed Time (min)
35 40 4520 50 55
TEST 2
IfIII
t-lII_ -lI_ rI t_ lI r I- I _Ir r r
))'
-O-SoilProbe 1
"+SdlProbe 2
rr':;*L :, :;,r,;$i6glated Rain(mm/hr)
r r ModelPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
81
MOBTLE TEST #2 (TEST 3)10Bf20uSpokane Static Siteus 2 MP 298.4 - LT
Plot Parameters Start Time:Slope.' 6:1 End Time:
Length (cm): 192 Test Duration:Width (cm): 102 Model Plot Area (m2):
PlotArea 1m2;: 1.96
Vegitation: moderate ryegrass (75%)lnitial Theh: 8.7o/.
Final Theta: 21.9'hdtheh: 13.2%
02203.OO
35.0029.0029.5029.5033.5038.5043.5042.5045.5041.0042.0045.5055.0055.0061.5057.0065.5072.5083.5074-5066.0052.0056.5055.0060.503'1.509.505.506.505.506.505.50
0.002203.O02238.OO
2267.O02296.502326.OO2359.502398.002441.5024A4.OO
2529.502570.502612.502658.002713.OO
2768.002829.502886.502952.003024.503108.003182.503248.503300.503357.00u12.OO3472.503504.003513.503519.003525.503531.003537.503543.00
12:51:0014:00:001:(N:00
0.0036.7237.3037.7838.283A.7739.3339.9740.6941.4042.1642.U43.5444.3045.2246.1347.1648.'t149.2050.415'1.8053.0454.1455.0155.9556.8757.8858.4058.5658.6558.7658.8558.9659.05
10.90Normalized Rates
Max Runofi Rate (mm/hr): 10.7lnflow Rate (mm/hr): 25.4RunoffPercenbge: 42.1%
Estimated Ke (from plot):mmlhr cmls
82.8 | 2.30E-03
(Umin):(Umin):
Month day Year Hour Minute Second lnterval Total, sec Totat, min tips/min gat/min ft3 lmin m3 lmin
Volumetric Rates1.964.61
42.4%
0.000.000.080.090.090.090.080.070.060.060.050.050.060.060.050.050.040.050.040.040.030.040.040.050.050.050.040.08o.2E0.48o.410.48o.410.48
in/hr mm/hr'10 3 2004 1210 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 1310 3 2004 1310 3 2004 1310 3 2004 13't0 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 1310 3 2004 13
10 3 2004 '13
10 3 2004 13
10 3 2004 1310 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 13
10 3 2004 1310 3 2004 1310 3 2004 1310 3 2004 1310 3 2004 13
10 3 2004 13
10 3 2004 1310 3 2004 13
52282929303031
31
3233343435363738?o
4041
42434546474748495050505050505l
0
431847
16.546
19.558
41.5249.5
50.532.5
18
138
9.56.512
24.5482.58.50.55752
52.524
55-C
3945.5
51
57.55
0.000.031.71
2.O7
2,O3
2.O31.791.561.381.41
1.321.461.431.321.091.090.981.050.920.83o.720.810.911.151.061.090.991.906.3210.919.2310.s19.2310.91
0.000.000.090.110.110.110.100.080.070.080.070.080.080.070.060.060.050.060.050.040.040.040.050.060.060.060.050.100.340.590.500.590.500.59
0.0000.000o.o120.0'150.0150.0150.0130.0110.0100.0100.0090.0110.0100.0090.0080.0080.0070.0080.0070.0060.0050.0060.0070.0080.0080.0080.0070.0140.0450.0780.0660.0780.0660.078
0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0010.0020.0020.0020.0020.002
0.000.031.922.322.282.282.O1't.751.551.581.481.641.601.481.221.221.091.181.030.930.810.901.021.29't.'t91.221.112.147.0812.2310.3512.2310.3512.23
TEST 3
82
Month day Year Hour Minute Second lnterval Total, sec ToE!, min tipslmin qallmin ft3 /min mt lmin in/hr mm/hr0.41o.440.3E0.440.38o.440.38o.440.38o.440.38o.440.350.480.38o.44o.41o.44o.4'l0.480.410.480.41o.440.41o.440.38o.440.38o.440.380.440.38o,410.38o.440.38o.440.380.4E0.38o.44o-410.440.38
131313131313131313131313131313
1313
13
13
13
1313131313
13
13
13
1313
13131313131313
1313
13
1313131313
33
3
3
3
33
3
333333
3
33333333333333333333
33
333333
33
10
10
10
10
10
10
10
101010101010't010't010
10
101010't0101010't010
10
10101010101010't0
10
10't010t010101010
200420042004200420042004200/.20042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004
o(15.522.52E.535.541.54E.554.5
1.57.5
14.520.5
2833.540.546.5
53595.511
17.523
29.535.5
424855
1
8142'l2734
40.547.553.50.56.5
13.5192632
38.544.551.5
6.506.007.006.007.006.007.006.007.006.007.006.007.505.507.006.006.506.006.505.506.505.506.506.006.506.007.006.007.006.007.006.007.006.507.006.007.006.007.005.507.006.006.506.007.00
3549.503555.503562.503568.503575.5035E1.503588.503594.503601.503607.503614.503620.503628.003533.503640.503646.503653.003659.003665.503671.003677.503683.003689.503695.503702.003708.003715.003721.OO
3728.O03734.003741.003747.OO
3754.003760.503767.503773.503780.5037E6.503793.503799.003806.003812.003818.503824.503831.50
59.1659.2659.3859.4859.5959.6959.8159.9160.0360.'t360.2460.3460.4760.5660.6860.7860.8860.9861.0961.1861.2961.3861.4961.5951.7061.8061.9262.O262.1362.2362.3562.4562.5762.6862.7962.8963.0163.1 1
63.2363.3263./l{}63.5363.6463.7463.E6
9.2310.008.5710.008.5710.008.5710.008.5710.00E.5710.008.0010.918.5710.009.2310.009.2310.919.2310.919.2310.009.2310.008.5710.008.5710.008.5710.008.579.23E.5710.008.5710.008.5710.918.5710.009.2310.00E.57
0.500.540.460.540.460.540.460.540.460.540.460.540.430.590.460.540.500.540.500.590.500.590.500.540.500.540.460.540.460.540.460.540.460.500.460.540.460.540.460.590.460.540.500.540.46
0.066o.o720.0620.o720.062o.o720.062o.o720.062o.o720.0620.o720.0580.0780.062o.o720.066o.o720.0660.0780.0660.0780.066o.o720.066o.o720.062o.o720.062o.o720.062o.o720.0620.0660.062o.0720.0620.o720.0620.0760.062o.o720.066o.o720.052
0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.002
10.3511.219.6111.219.6111.219.6't11.219.611't.2'l9.6111.218.9712.239.6111.2110.3511.2110.35'12.2310.3512.2310.3511.2110.3511.219.611',1.21
9.6111.219.61't1.219.6110.359.6'l11.219.6111.219.6112.239.6'l11.2110.3511.219.61
51
51
51
51
51
51
51
51
525252s252525252525253535353535353535354u54545454545454555555555555555555
TEST 3
83
llonth day Year Hou! Urinute Second tnterval Tohl, sec Tobl, min tips/min gatlmin ftt lmin mt lmin in/hr mm/hr10
101010
10'10
1010101010
1010
10
10101010
10
101010101010
1010101010't010101010
10't0
10
10101010101010
33333333333
3
3
32
3333335
3
3333J
J
3333J
33
3
J
3333333
2004200/.200420042A0420042004200420042004200420042004200420042@420042004200420042004200/.20042004200420042004200420042004200420042004200/.200/.2004200420042004200420042004200420042004
57.54
1016.522.5
2934.5
41
4753.5
595.5
11.518
23.53036
42.548.5
550.57.513
19.52532
44.550.5
573
10.516.523.529.5
3743
50.556.5
410.517.523.530.5
36
6.006.506.006.506.006.505.506.506.006.505.506.506.006.505.506.506.006.506.006.505.507.005.506.505.507.005.507.006.006.506.007.506.007.006.007.506.007.506.007.506.507.006.007.005.50
3837.503844.003850.003E56.503862.503869.003874.503E61.003887.003893.503899.003905.50391 1.503918.003923.503930.003936.003942.503948.503955.003960.503967.503973.003979.503985.003992.003997.504004.504010.504017.004023.004030.504036.504043.504(X9.504057.004063.004070.504076.504084.004090.504097.504103.5041 10.504116.00
63.96u.o7u.'t764.28&.3864.4864.5864.6E64.7864.8964.9865.0965.1965.3065.3965.5065.6065.7165.8165.9266.0166.13ffi.2266.3366,4266.5366.6366.7466.E466.9567.0567.1867.2867.3967.4967.6267.7267.8467.9468.0768.166,8-29
68.3966.5168.60
10.009.2310.009.2310.009.2310.919.2310.009.23't0.91
9.2310.009.2310.919.2310.009.2310.009.2310.918.5710.919.23't0.91
8.5710.918.5710.009.2310.008.0010.008.5710.008.0010.008.0010.008.009.238.5710.00E.5710.91
0.140.500.540.500.540.500.590.500.540.500.590.500.540.500.590.500.540.500.540.500.590.460.590.500.5s0.460.590.460.54o.500.540.430.540.460.540.430.54o.430.540.430.500.460.940.460.59
0.0720.0660.0720.066o.o720.0660.07E0.066o.o720.0660.0780.066o.o720.0660.0780.066o.o720.066o.o720.0660.0780.0620.0780.0660.0780.0620.0780.062o.o720.066o.o720.058o.o720.062o-o720.0s8o.o720.058o.o720.0580.0650.062o.o720.0620.078
0.0020.0020.0020.002o-oo20.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.002
o.44o.410.44o.41o.44o.410.4E0.410.440.410.480.410.440-410.48o.41o.440.41o.440.410.480.380.480.410.480.380.480.38o.440.41o.440.35o.440.3E0.440.35o.440.350.440.350.410.38o.440.360.4E
10.3511.2110.3511.2',1
't0.3512.2310.3511.211 0.3512.2310.3511.2110.3512.2310.3511.2110.3511.2110.3512.239.6112.2310.3512.239.6112.239.6111.211 0.35't't.218.9711.219.6111.21E.9711.218.9711.218.97't0.359.6't11.219.6112.23
13
131313131313131313131313
13
1313
13
13
13
13
131313
13
13
13
13
1313
13
13
1313
13131313131314
1414
14't414
37.5
5556565656565656565656575757575757575757585858585858585E
5858595959595959595959
000000
11.2'l
TEST 3
84
ilontt dav Year Hour frinufe Second tntervat TotaJ, sec ToAl, min tipdmin qalhin ft' tmin m3 lmin in/hr mm/hr10t010'10
101010
001
1
1
24
3333333
20042W2004200/.2004200r',200/.
7.507.5010.0011.0018.5035.00
1 19-OO
4123.504131.004141.004152-OO
4170.504205.504324.50
66.736E.E569.0269.2069.5170.0972_O8
E.00E.006.005.453.241.710.50
0.430.430.320.290.170.ff,0.03
0.0580.0580.0430.039o.ono.o't20.o04
0.0020.0020.0010.0010.0010.0000.0o0
0.350.350.260.240.140.060.02
E.978.976.736.1'l3.441.920.57
141414141414
14
43.551
1
1230.5
5.54.5
TEST 3
85
Applied Rain and Runon Quantities
Time Rain Runon Runon Runon(min) (nn/h4 @anmin) (m3lmin) (ft3 lmo
Assocrbfed Associat€dImpenious Impeflious Toht inf,owLenth (m) L€'tt (ft) (m3/min)
Totalitrflow
(ft3lmin)
ffietiveInf,qt toPlot Only(nnlho
141.38141.38
0.0
Rainfall Verification
Calibrated
1.001.O0
1.001.00
Spacia,Avg.
Avg. (inlhr) &lntensry (mm/hr)
Ha&f€dTime
069.0069-00
25.425.40.0
1.01.00.0
3.79E.033.79E-03
0.0
0.1340.134
4.774.77
0.0
28.828.a
0-0
4.61E{t34.61E-{'3
0_0
TEST 3
0.1630-163
1
23456
1.001.001.00
E
86
SO'L 'I'O'STURE
PROBE READ'A'GS
Time(actual)
Timemin
02.007.00
12.0017.0022.O027.0032.0037.0042.0052.0067.00
ProbeLocations:
Probe 1:
Probe 2:
from top(crn)
45145
8.0o/o
8.5o/o
15.4o/o
23.1o/o
23.2o/o
23.2o/o
23.2o/o
23.2o/o
23.1o/o
23.1o/o
23.1o/o
22.7o/o
9.4o/o
10.2o/o
10.60/o
10.8o/o
11.0o/o
11.1o/o
20.3o/o
20.60/o
20.60/o
20.60/o
2O-60/o
20.4o/o
Probe { Probe 2
12:5012:5513:0013:0513:1013:1513:2013:2513:3013:3513:4514:00
Average lnitial Moisture:Average Max Moisture:dtheta:
8.7%21.9o/o
13.2%
TEST 3
87
Ko:
3LIDphi:Ks:
seG
2.30E-03dtheta 13o/o
7500
mrn
6012018024030036042048054060066072078084090096010201 08011401200126013201 38014401 5001 5601620168017401 8001 86019201 98020402100216022202280234024002460252025802640
1.09E-063.40E-005.40E-061.31E-052.53E-054.21E-056.56E-059.68E-051.37E-041.87E-042.47E-043.20E-044.06E-045.05E-046.08E-046.74E-046.99E-047.07E-047.10E-047.10E-047.11E-047.11E-047.11E-047.11E-047.11E-047.11E-047.11E-047j1E-047.11E-047.11E-047.11E-047.11E-047.11E-04711E-04711E-047.11E-047.11E-047.11E-04711E-O4711E-047.11E-047.11E-047.11E-047.11E-04
0.00.10.20.50.91.52.43.54.96.78.911.514.618.221.924.325.225.525.525.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.425.625.6
1
2345678I1011
12131415161718192021
22232425262728293031
32333435363738394041
424344
0.00E+000.00E+000,00E+000.00E+000.00E+000.00E+000.00E+000.00E+000,00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+001.74E-042.31E-042.52E-042.61E-042.65E-042.68E-042.71E-042.73E-042,74E-042.76E-042.77E-042.78E-042,79E-042.80E-042.81E-042.81E-042.82E-042.83E-042.83E-042.84E-042.84E-042.85E-042.85E-042.86E-042.86E-042.86E-042,87E-042,87E-042.87E-04
0.00.00.00.00.00.00.00.00,00.00.00.00.00.00.06.38.39.19.49.69.79.79.89.99.910.010.010.010.110.110.110.210.210.210.210.210.310.310.310.310.310.310.310.3
TEST 3
EPS
cm/sec mm/hr
END OF PLOT
cm/sec mm/hr
tYtax
Runoff(mm/hr)
ACtUar
Runoff olo
(mm/hr) Difference
88
l_"" mm/hrcm/sec mm/hr
EPS PLO I
MaxRunoff(mm/hr)
ACrUatRunoff(mm/hr)
otto
Differencesec mrn
2700276028202880294030003060312031 803240330033603420348035403600366037203780384039003960402040804140420042604320438044404500
7.11E-047.'t1E-047.'t1E-047.11E-047.'l1E-047j1E-047.11E-047.11E-O47.11E-047.11E-047.11E-047.11E-047.11E-047.11E-047."t1E-047.11E-047.11E-047.',t1E-047.11E-047.11E-047.1'tE-047.11E-047.11E-047.11E-045.87E-044.95E-044.22E-043.63E-043.16E-042.77E-042.45E-04
2.88E-042.88E-042.88E-042.88E-042.89E-042.89E-042.89E-042.89E-042.89E-042.89E-042.90E-042.90E-042.90E-042.90E-042.90E-042.90E-042.91F-042.91E-042.91E-042.91E-042.91E-042.91E-042.91E-042.91E-041.45E-046.93E-051.73E-050.00E+000.00E+000.00E+000.00E+00
TEST 3
45464748495051
52535455565758596061
62636465666768697071
72737475
25.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.625.621.117.815.213.111.410.08.8
10.410.410.410.4"t0.4
10.410.410.410.410.410.410.410.410.410.410.510.510.510.510.510.510.510.510.55.22.50.60.00,00.00.0
89
FIGURE A.3
Rain/Runoff Hydrograph - 3
35
30
25
20do
=153
oJ
thoEog,
EYo
29olo
15o/o
10%
5Yo
ooa
10
5
0
0510152025 30 35 40 45
Elapsed Time (min)
50 55 60 65 70 75
TEST 3
aIII
IItt
I
,f-
+SoilProbe 1
+Soil Probe 2
ii:r?:,.,.i: r .,SimUlated Rain(mm/hr)
ModelPredidion(mm/hr)
-Measured
PlotRunoff (mm/hr)
90
MOBTLE TEST #3 (TEST 4)10/8n0(MSpokane Static SiteUS 2 MP 298.4 - LT
Plot Parameters Start Time:Slope.' 6:1 End Time:
Length (cm): 403 Test Duration:Wdth (cm): 102 Model PlotArea (m2):
Plot Area 1m21: +,11Vegitation: moderate ryegrass (75%)
lnitial Theta: NIAFinal Theta: NIA
dtheta: NlA
15:05:0015:20:000:15:00
13.05
Normalized RatesMax Runoff Rate (mm/hr): 17.5
Inflow Rate (mm/hr): 25.4RunoffPercentage: 68.9%
Volumetric Rates(Umin): 3.81(Umin): 5.53
68.9%
Monlh day Year Hour Minute Second tntelal Toal, sec Totat, min tips/min gal/min ft3 /min m3 lmin in/hr mm/hr44444444444444444444444444444444
8888II88888888II88888I88888I88I8
101010101010101010101010'10
10101010't01010101010101010't01010101010
15151515151515151515151515151515151515151515151515't51515'15
1515
588
888888I888Io
Iooo
9III999Io
I101010
01823
26.531
34.53942
45.548.552.555.5
592.5
69.5
13.516.520.5
2428
31.535.5
394346505357
047
0198.005.003.504.503.504.503.003.503.004.003.003.503.503.503.504.003.004.003.504.003.504.003.504.003.004.003.004.003.004.003.00
0.00198.00203.00206.50211.00214.50219.00222.O0225.50228.50232.50235.50239.00242.50246.OO
249.50253.50256.50260.50264.00268.00271.50275.50279.OO283.00286.00290.00293.00297.00300.00304.00307.00
0.003.303.383.443.523.583.653.703.763.813.883.933.984.O44.104.164.234.284.U4.404.474.534.594.654.724.774.834.884.955.005.075.12
0.000.30
12.OO
17.1413.3317.1413.3320.0017.1420.0015.0020.0017.1417.1417.1417.1415.0020.0015.0017.1415.0017.1415.0017.1415,0020.0015.0020.0015.0020.0015.0020.00
0.00o.o20.650.92o.72o.92o.721.080.921.080.81't.08
0.920.920.920.920.811.080.810.920.810.920.810.920.811.080.811.080.811.080.81't.08
0.0000.0020.0860.1230-096o.1230.096o.144o-123o-1440.1080.1440.1230.123o.1230.1230.108o-1440.1080.1230.1080.1230.108o.1230.108o.1440.108o.'1440.1080.1440-108o.144
0.0000.0000.0020.0030.0030.0030.0030.0040.0030.0040.0030.0040.0030.0030.0030.0030.0030.0040.0030.0030.0030.0030.0030-0030.0030.0040.0030.0040.0030.0040.0030.004
0.000.01o.440.630.490.630.490.740.630.740.550.740,630.630.630.630.550.740.550.630.550.630.550.630.55o.740.550.740.550.740.550.74
0.00o.2811.2316.0512.4816.0512.4818-7216.0518-7214.O418.7216.0516.0516.0516.0514.0418.72't4.M16.0514.U16.0514.M16.0514.M18.7214.O418.7214.M18.7214.O4'18.72
TEST 4
15
9t
Month day Year Hour Minute Second tnteMat ToaL sec Total, min tipdmin gallmin ft3 lmin mt lmin in/hr mm/hr108108108108108108108't0 8108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108
4444444444444444444444444444444444444444444
1515't5151515
151515't515151515151515'15
151515151515151515151515151515
15151515151515151515
1010101010101010101010101010
1011
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
121212
121212
1212
1212
38414548
51.5
11
1417.5
21
24.527.531.534.5
54.558.5
1.55.58.512151922
25.528.532.535.5
3942
45.548.5
5255
58.51.5
5I
11.514.518.521.5
2528
31.5
4.003.003.503.503.503.004.003.003.503.004.003.003.503.004.003.004.003.003.503.004.003.003.503.004.003.003.503.003.503.003.503.003.503.003.503.003.503.004.003.003.s03.003.50
311.00314.00317.50321.00324.50327-50331.50334.50338.00341.00345.00348.00351.50354.50358.50361.50365.50368.50372.O0375.00379.00382.00385.50388.50392.50395.50399.00402.00405.50408.50412.00415.00418.50421.50425.OO
428.00431.50434.50438.50441.50445.00,{48.00
45't.50
5.185.235.295.355.415.465.535.585.635.685.755.805.865.915.986.036.096.146.206.256.326.376.436.486.546.596.656.706.766.816.876.926.987.037.087.137.197.247.317.367.427.477.53
15.0020.0017.1417.1417.1420.0015.0020.0017 -1420.0015.0020.0017.1420.0015.0020.0015.0020.0017.1420.0015.0020.0017.1420.0015.0020.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0015.0020.0017.1420.0017.14
0.811.080.920.920.921.080.811.080-921.080.811.080.921.080.811.080.811.080.921.080.811.080.921.080.811.080.921.080.921.080.92't.080.921.080.921.080.921.080.811.080.921.080.92
0.108o.144o.12301230.1230.1440.108o.1440.123o.1440.1080.1440.1230.1440.1080.1440.108o.1440.1230.1440.1080.1440.123o.1440.108o.1440j230.144o.1230.1440.1230.1440.1230.144o.1230.1440.1230.1440.108o.1440.1230.1440.123
0.0030.0(X0.0030.0030.0030.0040.0030.0040.0030.0040.0030.0040.0030.0(N0.0030.0040.0030.0(X0.0030.0040.0030.0040.0030.0(X0.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0(X0.0030.0040.0030.0040.003
0.550.740.630.630.630.740.550.740.630.740.55o.740.630.740.550.740.550.740.630.740.550.740.63o.740.550.740.630.740.630.740.630.740.630.740.630.740.630.740.550.740.630.740.63
14.U18.7216.0516.0516.0518.7214.M18.7216.0518.7214.9418-7216.0518,7214.04'18.72
14.0418.7216.0518.7214.9418.7216.0518.7214.0418.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7214.U18.7216.0518.7216.05
TEST 4
92
Month day Year Hour Minute Second lnterual Total, sec Total, min tips/min gallmin ftt lmin mt /min in/hr mm/hr1212
121212121212131313131313131313131313't313131313131414't414141414141414
141414'14
141414
4444444444444444444444444444444444444444444
108108108108108108108108108108108108108108108108108'r0 8108108108108108108108108't0 8108'r0 I108108108108108108108108108108108108108108
1515151515151515151515't515151515151515151515151515151515151515151515151515
151515151515
34.538.541.5
4548
51.554.5
581
5
I11.514.518.5
21
25283235
38.541.545.548.5
5255
58.51.55.58.5121519
21.525.5
2832
34.538
40.54447
50.553
3.004.003.003.503.003.503.003.503.004.003.003.503.004.002.504.003.004.003.003.503.004.003.003.503.003.503.004.003.003.503.004.002.504.002.504.002.503.502.503.503.003.502.50
454.50458.50461.50465.00468.00471.50474.50478.00481.00485.00488.00491.50494.50498.50501-00505.00508.00512.005't 5.00518.50521.50525.50528.50532.00535.00538.50541.50545.50s48-50552-00555.00559.00561.50565.50568.00572.00574.50578.00580.50584.00587.00590.50593.00
7.587.447.697.757.807.867.917.978.028.088.138.198.248.318.3s8.428.478.538.588.648.698.768.818.878.928.989.039.099.149.209.259.329.369.439'479.539.589.639.689.739.789.849.88
20.0015.0020.0017.1420.0017.1420.0017.1420.0015.0020.0017.1420.0015.0024.0015.0020.0015.0020.0017.1420.0015.0020.0017.1420.0017.1420.0015.0020.0017.1420.0015.0024.0015.0024.0015.0024.0017.1424.OO
17.1420.0017.1424-OO
1.080.811.080.921.080.921.08o.921.080.811.08o-921.080.811.290.811.080.811.08o.921.080.811.080.921.080.921.080.811.080.921.080.811.290.811.290.811.290.921.290.921.080.92129
0.1440.1080.1440.1230.1440.1230.144o.1230.1440.1 080.144o.123o.1440.108o.1730.1080.1440.108o.144o.1230.1440.108o.1440.1230.1440.1230.1440.1080.1440.1230.1440.1080.1730.1080.1730.1080.173o.1230.1730.123o.144o.1230.173
0.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.00s0.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0050.0030.0050.0030.0050.0030.0050.0030.0040.0030,005
0.740.550.740.630.740.630.740.630.740.550.740.630.740.550.880.550.740.55o.740.630.740.550.740.630.740.630.740.55o.740.630.740.550.880.550.880.550.880.630.880.630.740.630.88
18.72fl.4418.7216.0518.7216.0518.7216.0518.7214.O4
18.7216.0518.7214.M22.4714.0418.7214.O418.7216.0518.7214.U18.7216.0518.7216.0518.7214.O418.7216.0518.7214.0422.4714.0422.4714.0422.4716.0522.4716.0518.7216.0522-47
TEST 4
93
Month day Year Hour Minute Second tntelal Total, sec Total, min tipslmin gallmin ftr lmin mt lmin in/hr mm/hr14141515151515't515151515151515151515151515't6161616161616't61616't6't6
1616
1616161616171717
1515't515151515't515
151515151515't515't5151515
15't5151515151515't5151515
15151515151515151515
4444444444444444444444444444444444444444444
888888
II8I88
I88888888I888
888I8I888II88III8I
1010't0't0't01010't0
10
10
10't0101010101010't0101010101010101010101010101010101010101010101010
56.559.5
35.5I
1215.5
18
21.524.5
2830.534.5
3740.543.5
4749.5
5355.5
592
5I
1 1.514
17.520
23.526.529.532.5
3638.5
4245
48.551
5557.5
1
47.5
3.503.003.502.503.503.003.502.503.503.003.502.504.002.503.s03.003.502.503.502.503.503.003.003.003.502.503.502.503.503.003.003.003.502.503.503.003.502.s04.002.503.503.003.50
596.50599.50603.00605.50609.00612.00615.50618.00621.50624.50628.00630.50634.50637.006,40.50o43.50647.00049.50653.00655.50659.00662.00665.00668.00671.50674.00677.50680.00683.50686.50689.50692.50696.00698.50702.00705.00708.50711.00715.00717.50721.00724.00727.50
9.949.9910.0510.0910.1510.2010.2610.3010.3610.4110.4710.5110.5810.6210.6810.7310.7810.8310.8810.9310.9811.0311.0811.131 1.1911.2311.2911.3311.3911.4411.4911.r411.6011.6411.7011.7511.8111.8511.9211.9612.0212.O712.13
17.1420.0017.1424.OO
17.1420.0017.1424.OO
17.1420.0017.1424.0015.0024.0017.1420.0017.1424.0017.1424.OO
17.1420.0020.0020.0017.1424.0017.1424.0017.1420.0020.0020.0017.1424.0017.1420.0017.1424.0015.0024.0017.1420.0017.14
o.921.080.921.29o.921.08o.921.290.921.080.921.290.811.29o.921.080.921.29o.921.290.921.081.081.080.921.290.921.29o.921.081.081.080.921.290.921.080.921.290.811.290.921.08o.92
o.123o.144o.1230.1730.1230.1440.1230.1730.1230.144oj230.1730.108o.1730.123o.1440.1230.173o.1230.1730.1230.1440.144o.144o.1230.1730.1230.173o123o.144o.144o.1440.1230.1730j230.1440.1230.1730.1080.173o.123o.1440.123
0.0030.0040.0030.0050.0030.0040_003
0.0050.0030.0040.0030.0050.0030.0050.0030.0040.0030.0050.0030.0050.0030.0040.0()40.0040.0030.0050.0030.0050.0030.0(X0.0040.0040.0030.0050.0030.0040.0030.0050.0030.0050.0030.0(X0.003
0.630.740.630.880.630.740.630.880.630.740.630.880.550.880.630.740.630.880.6s0.880.630.740.74o.740.630.880.630.880.630.740.740.740.630.880.630.740.630.880.550.880.63o.740.63
16.0518.7216.0522.4716.0518.7216.0522.4716.0518.7216.0522.4714.M22.4716.0518.7216.0522.4716.0522.4716.0518.7218.7218.7216.0522.4716.0522.4716.0518.7218.7218.7216.0522.47't6.0518-7216.0522.4714.U22.4716.0518.7216.05
TEST 4
94
Monh day Year Hour Minute Second lnterual Total, sec ToaL min tips/min gallmin ft' lmin mt lmin in/hr mm/hr101010101010101010't0
101010101010
101010101010101010101010101010101010101010101010101010
171717171717
171717171717171717171818't8181818181818181818181818
181818191919191919191919
151515151515151515't515151515151515151515151515't51515151515151515151515151515't515151515
4444444444444444444444444444444444444444444
II88888888III888II8888I8I8888I8I888II888I88
10.51417
20.523.5
2730
33.s36.5
4043
46.549.5
5356
59.52.5
6I
12.515.519.5
222629
32.535.539.542.5
46495356
59.53
6.59.5
13.516.5
2022.5
2628
3.003.503.003.503.003.503.003.503.003.503.003.503.003.503.003.503.003.503.003.503.004.002.504.003.003.503.004.003.003.503.004.003.003.503.503.503.004.003.003.502.503.502.O0
730.507y.00737.00740.50743.50747.00750.00753.50756.50760.00763.00766.50769.50773.00776.00779.50782.50786.00789.00792.50795.50799.50802.00806.00809.00812.50815.50819.50822.50826.00829.00833.00836.00839.50843.00846.50849.50853.50856.50860.00862.50866.00868.00
12.1812.2312.2812.U12.3912.4512.5012.5612.6112.6712.7212.7812.8312.8812.9312-9913.0413.1013.1513.2113.2613.3313.3713.4313.4813.5413.5913.6613.71
13.7713.8213.8813.9313.9914.0514.1114.1614.2314.2814.3314.3814.4314-47
20.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.0017.1420.00't 5.0024.O015.0020.0017.1420.0015.0020.0017.1420.0015-0020.0017.14't7.1417.1420.0015.0020.0017.1424.0017.1430.00
1.08o.921.080.921.08o.921.080.921.080.921.080.921.080.921.080.921.080.921.080.921.080.811.290.811.080.921.080.811.080.921.080.811.080.920.920.921.080.811.080.921.290.921.61
0.144o.1230.1440.1230.144o.123o.1440.1230.1440.1230.1440j230.140.1230.1440.123o.1440.1230.144o.123o.1440.108o.1730-1080.1440.123o.1440.1080.1440.1230.1440.1080-1440.1230.1230.1230.1440.1080.1440.1230.1730.1230.216
0.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0(X0.0030.0040.0030.0040.0030.0040-0030.(x)50-0030.0040.0030.0040.0030.0040.0030.0040.00s0.0040.0030.0030.0030.0040.0030.0040.0030.0050.0030.006
o.740.630.740.630.740.630.740.630.740.630.740.630.740.630.740.630.740.630.740.630.740.550.880.550.740.630.740.550.740.630.740.550.740.630.630.630.740.550.740.630.880.631.1 1
18.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7216.0518.7214.0422.4714.U18.7216.0518.7214.9418.7216.0518.7214.4418.7216.0516.0516.05'18.72
14.U18.7216.0522.4716.0528.08
TEST 4
9s
Motrflt Year Hour Minub Second lrrterval19191919191919't920
sec mtn Itt hnin mt lmin ln/hr rurdhr15151515't51515'15
15
444444444
8I88I888I
101010101010101010
3it.537
39.543.5
4752
56.52
3.m2.fi3.502.504.003.505.004.505.50
87't.00873.50877.00879.50883.50887.00892.00896.50902.00
't4-5214.5614.6214.6614.7314.7814.8714.9415.03
20.0024.O017.1424.0015.0017.1412.0013.3310-91
1.081.290.s2Ln0.810.920.65o-720.59
0.1440.1730.1230.1730.108oj23o086o0960.078
0.{rc40.0050.0030.0050.0030.0030.0020.0030.m2
0.740.880.630.880.550.630.140.490.40
18.7222.4716.05224714.U16.0511.23't2-48,
10.21
TEST 4
96
Applid Rain and Runon Quantities
EMiveTolal hf,owtoinflow PlotOnly
(ftgmin) (nm/hr)0.1950.195
Rainhll Verification
Calibrated
1.001.001.001-00
Time(min)
Rain(mn{rd
25.425.40.0
Runon(gaunin)
HapsaTime Avg.
1.001.001-00
Sp€da,Avg.
(inlhr) &mm/hr)
Assocrbfed AssoctiatedRunoa Runon I'f/,pe'1ious knpervious Tolal inf,ow
1m3lmin1 1a3/min) Lqrflr(n) r-enur(n @3/mtn)0
15.0015-00
1.01.00.0
4.778.77
0.0
2AA28J0.0
3.79E.033,79E.03
0.0
0,1340.134
5.53E{3553E{3
0.0
80.6580.65
0.0
I@r
TEST4
97
SO'L ffO'STURE PROBE READ"VGS
Time Time, ":"-.. '-:'- Probe I Probe 2
SO'L PROAES'VOT'iISTA LLED DUE TO AGREfrilELYHARD SOn COwDTT'OwS
ProbeLocations:
from top(crn)
Probe 1:Frobe 2:
Avetage Initial filoisfine:AvetryeMax Moisture:df/aefa.:
TEST4
98
Ko
5LIDphi:Ks:
sec
41.43E-03
min
dtheta 't5%1 0000
60120180240300360420480540600660720780840900960
10201 08011401 200
1
234567
Io
1011
12
131415161718
1920
0.050.140.330.701.312.233.505.187.34
10.0313.3017.2221.5824.4325.3320.5816.9914.2212.0510.34
0.00000't290.00000381
9.11E-060.00001 9370.00003651
0
0.0000971 I0.000143950.000203840.000278480.000369480.000478410.000599560.000678650.000703530.000571 590.000472010.000394970.00033484
0.0002873
0
00
0.00000.0000
0
00000
0
0.000292680.000395390.000461 970.000297010.000203320.000143960.000097640.000061 88
0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
10.536514.234016.630910.69247,31955.1 8263.51502.2277
l-^- "'-EPS
mm/hrcm/sec mm/hr
utaxRunoff(mm/hr)
AGTUAI
Runoff Yo
(mm/hr) Difference
TEST 4
99
FIGURE A.4
Rain/Runoff Hydrograph - 4
30
25
51
L
EE
aE('5
20
10
0
5
0 5 10 15
Elapsed Time (min)
TEST 4
20 25
IIIIII
!I I
at
III
a,,,t
aa
a
,tIIIa
II
aaIft
tt\I
\
Simulated Rain(mm/hr)
ModdPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
100
MOBILE TEST #4 (TEST 5)10n2n0MSpokane Static Siteus2-MP298.4-LT
Plot Parameters Start Time:Srope.' 6:1 End Time:
Length (cm): 403 Test Duration:Width (cm): 103 Model Plot Area (m2):
PlotArea 1m2;: l.'lsVegibtion: sparse ryegrass (40%)
lni&al Theb: 3.60/0
FinalTheta: 24-5oAdtheh: 20.90%
13:50:00
14:20:OO
0:30:007.63
Normalized RatesMax Runoff Rate (mm/hr): 31.0
Rain-on Rate to Plot (mm/hi: 65.3RunoflPercenhge: 47.6%
Estimated Ke (from plot):mmlhr cn ls
35.3f 9.80E-04
(Umin):(lJmin):
Volumetric Rates3.958.30
47.6%
Month day Year Hout Minute Second lnterval Total, sec Total, min tips/min gaUm,n ft3 lmin m3 /min in/hr mm/hr200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004
TEST 5
101010
1010
10101010101010101010101010
10
10101010
101010101010
10
101010
101010
12
12121212
1212121212121212121212
1212
121212
1212
1212121212
12
121212
12121212
13141414
141414141414141414141414
1414
1414
141414141414141414
1414
1414141414
00
1
1
1
2222J
cJ
Jc3
4444445555555
5
566666
1744.59.5
29.547.5
419.5u
48.51
1325
36.547
57.57
16.525.534.543.5520
7.5152229
36.544
51.558.5
511
17.523.530
617.0027.5025.0020.0018.001 6.5015.5014.5014.5012.5012.0012.001 1.5010.50'10.50
9.509.509.00s.009.008.508.007.507.507.007.007.507.507.507.006.506.006.506.006.50
617.00644.50669.50689.50707.50724.O0739.50754.OO768.50781.00793.00805.00816.50827.O0837.50847.00856.50865.50874.50883.50892.00900.00907.5091 5.00922.O0929.00936.50944.0095'1.50
958.50965.00971.00977.50983.50990.00
10.2810.741 1.1611.4911.7912.O712.33't2.5712.8113.0213.2213.4213.6'l13.7A13.9614.1214.2814.4314.5814.7314.8715.0015.1315.2515.3715.4815.6115.7315.8615.9816.0816.1816.2916.3916.50
0. 10
2.182.403.003.333.643.874.144.144.805.005.005.225.715.716.326.326.676.676.677.067.508.008.008.578.578.008.008.008.579.2310.009.2310.009.23
0.010.120.130.160.180.200.21o.22o.22o.260.270.270.280.310.310.340.340.360.360.360.380.400.430.430.460.460.430.430.430.460.500.540.50o.540.50
0.0010.016o.o170.022o.0240.0260.0280.0300.0300.0350.0360.0360.0380.0410.0410.0450.0450.0480.0480.0480.0510.0540.0580.0580.0620.0620,0580.0580.0580.0620.066o-o720.0660.o720.066
0.0000.0000.0000.0010.00 1
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
0.0060.1 380.1510.1890.2100.29o.2440.26'l0.2610.3030.31 50.31 50.3290.3600.3600.3980.3980.4200.420o.420o.445o.4730.5040.5040.5400.5400.5(X0.5040.5040.5400.5820.6300.5820.6300.582
0.1 563.4943.8434.8045.3385.8236.1996.6266.6267.6868.0078.0078.3559.1 509.1 5010.11410.11410.6751 0.67510.6751 1.30312.O1012.A1012-41013.72613.72612.81012.81012.81013.72614-78116.01314.78116.01314.781
101
Month day Year Hour Mlqute Second lnteval Tohl, sec Tohl, min tipslmin gal/min ft3 lmin mt lmin in/hr mm/hr666677777777777788I88888
888I99o
IIIIII9I9o
91010
101010
14
14't4141414141414141414
1414
14141414141414141414
141414
141414
14141414
141414
141414
14141414
141414
1212
1212121212't212121212
1212
12
1212
1212121212121212't2121212
12121212121212
1212
1212
12121212121212
1010
1010101010101010101010
101010
10101010101010101010
10101010101010101010
1010
101010101010101010
20042004200420042004200420042004200420042004200/.20042004200/20042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200420042004200'420042004
364248540611
17222833
38.543
48.553.5593.5o
13.518.523.5ta
33.538.542.547.552571
610
14.518.523273236
40.544.549.553.5582
6.510.514.5't8
6.006.006.006.006.006.005.006.005.006.005.005.504.505.505.005.504.505.504.505.005.005.504.505.004.005.004.505.004.005.004.004.504.004.504.005-004.004.504.005.004.004.504.004.504.004.003.50
996.001002.001008.001014.001020.001026.001031.001 037.001042.001&8.001 053.001 058.501 063.001068.501 073.501079.001083-501 089.001093.501098.501 1 03.501 1 09.001 1 13.501 1 't 8.501122.501127.501 1 32.001137.001141.001 146.001 1 50-001 154.501 1 58.501 163.001 167.001172.O0I 176.001 180.501 184.501 189.501 193.501 198.001202.OO1206.501210.501214.501218.00
16.6016.7016.8016.9017.0017.1017.1817-2817-3717.4717.5517.6417.7217.A1
17.8917.9818.0618.1518.2318.3118.3918.4818.56'18.64
18.7118.7918.8718.9519.0219.1019.1719.2419.3119.3819.4519.5319.6019.6819.7419.8319.8919.9720.0320.'t120.1420.2420.30
10.0010.0010.00't0.0010.0010.0012.0010.0012-OO
10.0012.0010.9113.3310.9112.0010.9113.3310.9113.3312.0012.OO
10.9113.3312.0015.0012.0013.3312.0015.0012.0015.0013.3315.0013.3315.0012.0015.0013.3315.0012.0015.0013.3315.0013.3315.0015.0017 -14
0.540.540.540.540.540.540.650.540.650.540.650.59o.720.590.650.590.720.590.720.650.650.59o.720.650.810.65o.720.650.810.650.810.720.810.720.810.650.81o.720.810.650.81o.720.81o.720.810.810.92
0.o720.o720.0720.o720.o720.0720.086o.0720.0860.o720.0860.0780.0960.0780.0860.0780.0960.0780.0960.0860.0860.0780.0960.0860.1 080.0860.0960.0860.1080.0860.1080.0960.1080.0960.1080.0860.1080.0960.1080.0860.1080.0960.1 080.0960.'1080.1080.123
0.002 0.630 16.0130.002 0.630 16.0130.002 0.630 16.0130.002 0.630 16.0130.002 0.630 16.0130.002 0.630 16.0't30.002 0.757 19.2160.002 0.630 16.0130.002 0.757 19.2160.002 0.630 16.0130.002 0.757 19.2160.002 0.688 17.4690.003 0.841 21.3510.002 0.688 17.4690.002 0.7s7 19.2160.002 0.688 17.4690.003 0.841 21.3510.002 0.688 17.4690.003 0.841 21.3510.002 0.757 19.2160.002 0.757 19.2160.002 0.688 17.4690.003 0.841 21-3510.002 0.757 19.2160.003 0.946 24.0200.002 0.757 19.2160.003 0.841 21.351o.oo2 0.757 19.2160.003 0.946 24.0200.002 0.757 19.2160.003 0.946 24.0200.003 0.841 21.3510.003 0.946 24.0200.003 0.841 21.3510.003 0.946 24.0200.002 0.757 19.2160.003 0.946 24.0200.003 0.841 21.3510.003 0.946 24.0200.002 0.757 19.2160.003 0.946 24.0200.003 0.841 21.3510.003 0.946 24.0200.003 0.841 21.3510.003 0.946 24.0200.003 0.946 24.0200.003 1.081 27.451
TEST 5
102
Uonth day Year Hour llinute Second lnteryal To'',l, sec Total, min tipslmin gatlmin ft3 tmin mt lmin in/hr mm/hr1414141414
141414
14't414141414141414141414
14141414
1414141414141414
1414
1414
141414
1414141414141414
101010'10
10
101010
1010101010101010101010101010
10101010101010
1010
10101010
10't0't0
10
1010101010101010
12 200412 200412 200412 200412 200412 200412 200412 200412 2004't2 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200!.12 200412 200412 200412 200412 200412 200412 200/.
1010101010
1010
10
101011
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
121212121212
1212
12
121212
12121212121313'13
?2.526
30.5u
38.54246
49.553.5571
4.58.5
1 1.515.5192326
30.533.537.54145
48.552
55.5592.56.59.513.516.520.523.527.531
34.538
41.545
48.55'1.555
58.52
5.5I
4.503.504.503.504.503.504.003.504.003.504.003.504.003.004.003.504.003.004.503.004.003.504.003.503.503.503.503.504.003.004.003.004.003.004.003.503.503.503.503.503.503.003.503.503.503.503.50
122.501226.001230.5012U.OO1 238.501242.001246.001249.501 253.501257.001261.001264.501 268.501271.501275.501279.O01283.001286.001290.501293.501297.501301.001 305.001 308.501312.001 31 5.501319.001322..501326.50't329.501 333.501 336.501 340.501 343.501U7.501 351.001354.501358.001361.501365.001368.501371.501 375.00't378.501382.001 385.501389.00
20.3820.4320.5120.5720.&20-7020.7720.8320.8920.9521.0221.O821.1421.1921.2621.32213421.4321.5121.5621.6321.6821.7521.8121.8721.9321.9822.0422.11nl622-2322.2822.U22.3922.4622.5222.5422.6322.6922.7522.8122.8622.9222.9823.0323.O923.15
13.3317.1413.3317.1413.3317.1415.0017.1415.0017.1415.0017.1415.0020.0015.0O
17.1415.0020.001 3.3320.0015.0017.1415.0017.1417.1417.1417.1417.1415.0020.0015.0020.0015.0020.0015.0017.1417.1417.1417.1417.1417.'t420.0017.1417.1417.1417.1417.14
0.0960.1230.0960.1230.096o.1230.1080.1230.1080.1230.1080.1230.1080.1440.1 08o.1230.108o.1440.096o.1440.1080.1230.1080.1230.1230.123o.1230.1 230.1080.1440.1080.1440.1080.1440.1 080.123o.1230.1230.123o.1230.1230.1440.1230.1230.1230.123o.123
0.0030.0030.0030.0030.003o0030.0030.0030.0030.0030.0030.0030.0030.0u0.0030.0030.0030.0040.0030.0040.0030.0030.0030.0030.0030.0030.0030.0030.0030.0040.0030.0040.0030.0040.0030.0030.0030.0030.0030.0030.0030.0040.0030.0030.0030.0030.003
o.720.920.720.920.720.920.81
0.920.810.920.810.920.811.080.81
0.920.811.080.721.080.810.920.810.92o.920.92o.920.920.811.080.81
1.080.81
1.080.81o.920.920.920.920.92o.921.080.920.920.92o.920.92
0.841 21.3511.081 27.4510.841 21.3511.081 27.4510.841 21.351't.08'1 27.4510.946 24.0201.081 27.4510.946 24.0201.081 27.4510.946 24.020,l.081 27.4510.946 24.0201.261 32.0260.946 24.0201.081 27.4510.946 24.0201.261 32.0260.841 21.351'1.261 32.0260.946 24.0201.081 27.4510.946 24.0201.081 27.4511.081 27.4511.081 27.45'l1.081 27.4511.081 27.4510.946 24.0201.261 32.0260.946 24.0201.261 32.0260.946 24.0201.261 32.0260.946 24.0201.081 27.4511.081 27.4511.081 27.4511.081 27.4511.081 27.4511.081 27.4511.261 32-0261.081 27.4511.081 27.4511.081 27.4511.081 27.4511.081 27.451
TEST 5
103
llonth dav Year Hour ,linute Secorrd lnterva, To'F,l, sec To'',l, min tipslmin gallmin ft3lmin ms lmin in/hr mm/hr1.0811.0811.081
1.0811.0811.081
1.08't1.0811.0811.08'l1.2610.9461.2611.0811.0811.0811.2610.9461.2611.0811.081
1.081't.2611.0811.0811.081'1.261
1.0811.2610.9461.2611.0811.2611.0811.2611.0811.2611.0811.261'1.081
1.2611.0811.2611.0811.2611,0811.261
1010
101010't010
10't010'10
10101010
101010
1010
1010't0101010101010't010
1010
101010
101010101010101010
1010
12 200412 200412 200412 200/.12 200412 200412 200412 200412 200412 200412 2004'12 200412 2004't2 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 2@412 200412 2004
1414
14
141414
141414141414141414141414
14
1414141414141414
1414141414
1414
1414
14141414'14
14141414
1414
1313
1313
131313
131313
131313131414141414
141414141414't414141414141415
1515
151515
151515't51515
151515
12.516
19.523
26.s30
33.537
40.5444751
5457.5
1
4.57.5
1 1.514.518
21.52528
31.535
38.541.545485255
58.51.558
1 1.514.518
2124.527.531u
37.540.54447
3.503.503.503.503.s03.503.503.503.503.503.004.003.003.503.503.503.004.003.003.503.503.503.003.503.503.503.003.503.004.003.003.503.003.503.003.503.003.503.003.503.003.503.003.503.003.503.00
1 392.501396.001399.501403.001406.501410.00't413.501417.O01420.501424.O01427,O01431.001434.001437.50144',t.001441.501447,501451.501454.501458.001461.501465.001468.001471.501475.001478.501481.501485.001488.001492.001495.001498.501 501.501 505.001508.00151 1.501 514.501 51 8.001521.00't524.501527.501531.001 534.001 537.501540-501544.001547.00
23.2123.2723.3323.3823.4423.5023.5623.8223.6823.7323.7823.8523.9023.9624.O224.O4
24.1324.1924.2424.3024.3624.4224.4724.5324.5824.U24.6924.7524.8024.8724.9224.9825.0325.0825.1325.1925.2425.3025.3525.4125.4625.5225,5725.6325.6825.7325.78
17.1417.14't7.1417.1417.'t417.'t417.1417.',t417.1417.1420.0015.0020.0017.1417.1417.'t420.0015.0020.0017.1417.1417.1420.0017.1417.1417.1420.0017.1420.0015.0020.0017.1420.0017.1420.0017.1420.0017.1420.00'17.14
20.0017.1420.00't7.1420.0017.1420.00
0.920.920.920.920.920.920.920.920.920.921.080.811.080.920.920.921.080.811.080.920.920.921.08o.920.920.921.080.921.080.811.080.921.080.921.080.921.080.921.080.921.080.921.080.921.080.921.08
0.1230.1230.1230.1230.123o.''|230.1230.1230.1230.1230.1440.1080.144o.123o.1230.1230.1440-1080.1440.123o.1230.1230.1440.1230.123o.'t230.1440.123o.1440.1 080.1440.1230.1440.1230.144o.123o.1440.123o.144o.'t230.1440.1230.1440.1230.1440.1230.144
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0040.0030.0040.0030.0030.0030.0040.0030.0040.0030.0030.0030.0040.0030.0030.0030.0040.0030.0(X0.0030.0040.0030.0040.0030.0040.0030.0040.0030.0(X0.0030.0040.0030.0040.0030.0040.0030.004
27.45127.45127.45127.45127.45127.45127.45127.45127.45127.45132.02624.02032.02627.45127.45127.45132.02624.02032.02627.45127.45127.45132.02627.45127.45127.45132.02627.45132.02624.02032.02627.4513?-02627.45132.02627.45132.02627.45132.02627.45132.02627.45132.02627.45132.02627.45132-026
TEST 5
r04
,lonth ctay Year Hour Minute Second lnteflal Tohl, sec Total, min tips/min gallmin fts lmin mt lmin ln/hr mm/hr'r0 12 2004 14 15 50 3.00 1550.00 25.E3 20.00 1.08 0.144 0.004 1.261 32.026
1515
151616't61616161616
161616
1616161616161616
17171717't71717
171717171717
171717
171717
1818181818
1414
1414141414141414't41414
141414141414141414141414
141414
14141414141414'14
1414
14
14141414
141414
10101010
1010't01010
10101010
1010
1010101010101010
1010
10101010
101010101010101010
10
1010
1010't01010
12 2004't2 200412 200412 200412 200412 200412 200412 2004't2 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 2004't2 200412 2004'12 200412 200412 2004
5356.5592.55.5I121518
21242730
33.536
39.542.545.548.552
54.558
1
47
10.513.516.519.52326
29.532
35.538.542454851
54.557.50.53.571013
3.003.502.503.503.003.503.003.003.003.003.003.003.003.502.503.503.003.003.003.502.503.503.003.003.003.503.003.003.003.503.003.502.503.503.003.503.003.003.003.503.003.003.003.503.003.00
25.8825.9425.9826.M26-0926.1526.2026.2s26.3026.3526.4026-4526.5026.5626-6026.6626.7126.7626.8126.8726.9126.9727.O227.O727.1227.1827.2327.2827.3327.3827.4327.4927.5327.5927.il27.7027.7527.8027-8527.9127.9628.0128.0628.1228.1728.22
1.080.921.290.921.080.921.081.081.08't.08
1.081.081.080.921-290.921.081.081.080.921.290.921.081.081.080.921.081.081.08o.921.080.921.290.921.080.921.081.081.08o.92't.08
1.081.080.921.081.08
1553.001556.501559.001562.501565.501569.001572.O0't575-001578.001581.001584.001587.001 590.001 593.501596.001 599.501 602.501605.501608.501612.001614.501618.001621.001624.001627.001630.501633.501636.501639.501643.001646.001649.501652.001655.50't658.501662.001665.001668.001671.001674.501677.50't680.501683.501687.001690.001693.00
20.0017.1424.O017.1420.0017.1420.0020.0020.0020.0020.0020.0020.0017.1424.OO
17.1420.0020.0020.0017.1424.0017.1420.0020.0020.0017.1420.0020.0020.0017.1420.oo17.1424.0017.1420.0017.1420.0020.0020.0017.1420.0020.0020.0017.1420.0020.00
o.1440.1230.1730.1230.1440.1230.1440.1440.1440.1440.1440.1440.144o-1230.173o.1230.1440.1440.1440.1230.1730.123o.144o.144o.1440.1230.1440.'t440.144o.123o.1440.1230.1730.1230.144o.1230.1440.144o.1440.123o.144o.144o.'1440.1230.1440.144
0.0040.0030-0050.0030.0040-0030.0040.0(X0.o(X0.0040.0040.0040.0040.0030.0050.0030.0040.0040.0040.0030.0050.0030.0040.0040.0040.0030.0040.0040.0040.0030.0M0.0030.0050.0030.0040.0030.0040.0040.0M0.0030.0040.0M0.0040.0030.0040.004
1.2611.0811.5131.0811.2611.0811.2611.2611.2611.2611.2611.261't.2611.0811.5131.0811.2611.2611.2611.0811.5131.0811.2611.2611.2611.0811.261'1.261
1.2611.0811.2611.081
1.51 31.0811.2611.0811.2611.2611.2611.081
1.2611.26'.1
1.26'l1.0811.2611.261
32.02627.45138.43127.4513202627.45132.02632-02632.02632.02632.02632.02632.02627.45138.43127.45132.02632.02632.02627.45138-43127.45132.02632.02632.02627.45132.02632.02632.02627,45132.02627.45138-43'l27.45132.02627.45132.02632.02632.02627.45132.02632.02632.02627.45132.02632026
TEST 5
10s
Honth day Year Hour ,linie Second lnterva! To'€,!, sec ToEt, min tipslmin gallmin ftt lmin m3lmin in/hr mmrhr14
141414141414141414
14
141414
141414141414141414141414
14
1414
141414
1414141414
1414
14141414
14't41414
1010101010101010
1010
10
10
101010
10101010101010101010
1010
1010
1010't010101010
101010't0
10't01010101010
12 200412 200412 200412 200'412 200412 200412 200/12 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 200412 2004't2 200412 200412 200412 200412 200412 200412 200412 200412 20M12 200412 200412 200412 200412 200412 200412 2004
3.003.503.003.003.003.503.003.503.003.003.003.503.003.502.503.503.003.502.503.503.003.503.003.003.003.503.003.002.503.002.503.003.003.503.004.504.005.004.506.005.507.006.508.509.5014.0021.50
1696.001699.501702501705.501708.s01712.001715.001718.501721.501724.501727.501731.0017U.001737.501740.001743.501746.501750.001752.501756.001759.001762.501765.501768.50't771.501775.001778.001781.001 783.501 786.501789.001792.001795-001798-501801.501806.001 81 0.001 81 5.001619.501825.501831.001 838.001844.50't 853.001862.501876.501 898.00
24.2728-3328.3828.432A-4828.5328.5828.U28.6928-7428.7928.8528.9028.9629.0029.0629.1129.1729.2129.2729.3229.3829.4329.4829.5329.5829.6329.6829.7329-7829.8229.8729.9229.9830.0330_10
30.1730.2530.3330.4330.5230.6330.7430.8831.0431.2431.63
20.0017.1420.0020.0020.0017.1420.0017.1420.0020.oo20.0017.1420.0017.1424.OO
17.1420.0017.1424.0O17.1420.0017.1420.0020.0020.0017.1420.0020.0024.0O20.0024.0O20.0020.0017.1420.0013.3315.0012.0013.3310.0010.91
8.579.237.066.324.292.79
o.1440.1230.144o.1Mo.1440.1230.1440.'t230.1440.1440.1440.1230.1440.123o.173o.1230.144o.1230_173
o.123o.144o.1230.1440.1440.1440.1230.1440.1440.1730.1440.1730.1440.144o.123o.1440.0960.t080.0860.096o.o720.0780.0620.0660.0510.(X50.0310.020
0.0(X0.0030.0040.0040.0040.0030.0040.0030.0040.0040.0040.0030.0040.0030.0050.0030.0040.0030.0050.0030.0040.0030.0040.0040.0(M0.0030.0040.0040.0050.0040.0050.0040.0040.0030.0040.0030.0030.0020.0030.0020.0020.0020.0020.0010.0010.0010.001
1.2611.0811.2611.2611.2611.0811.2611.081
1.2611.2611.2611.0811.2611.0811.51 31.0811.2611.0811.51 31.081'1.2611.0811.2611.2611.2611.0811.2611.2611.5131.2611.5131.2611.2611.0811.2610.84't0.946o.7570.8410.6300.6880.5400.5820.4450.3980.2700.176
32.02627.45132.02632.02632.02627.45132.02627.45132.02632.02632.02627.45132.02627.45138.43127.45132.02627.45138.43127.45132.02627.45132.02632.02632.02627.45132.02632.02638.43132.02638.4313202632.02627.45132.02621.35124.020't9,21621.35116.013't7-46913.72614.7811 1.3031 0.1 146.8634.469
18
18181818181818
1818
1818
181819
1919191919191919191919
19
1S
19
1919191919
20m2020202020202020212121
1619.522.s25.528.53235
38.541.544.547.551
5457.5
03.56.510
12.51619
22.525.528.531.5353841
43.546.5495255
58.5't.5
61015
19.s25.53138
44.5532.516.538
1.080.921.081.081.080.92't.08
0.921.081.081.08o.921.080.921.290.921.080.921.290.921.08o.921.081.081.080.921.081.081.291.081.291.081.080.921.08o.720.810.650.720.540.590.460.500.380.340.230.15
TEST 5
106
Uoffi, &v Yw How l'itx'Ie Second ''tmval
To'aLsfE To'al//rin ttps//ten gdlffit ft?ffi, msffin Hhr mmrhr10
101414
1212
2@4200/,
0.970.40
10E.5
2.25
620012t8.50
1960302108.50
32-4735.'t4
0.05o.92.
0-0070.003
0.0000.000
0.0610.025
1.5500.4r7
TEST 5
t07
Applied Rain and Runon QuantitiesEMive
Astat€d Asciated ToAl kf,wto7-fir'€ Rain Ranon Rmon RUM tnpwkrc tnpeUio6 lodinflN itflow Plotoaly(nin) (mnthr) @drlnin) (mtlmin) (fttlmin) Lqr&(m) Len&(rg (m3lf,rin) (tt3/min) (nrthn
0 65.3 1.0 3.79E-03 0,1U 3,38 11.1 &30E-03 0293 120,0030.00 65.3 1.0 3.79E-03 0,134 3.38 11.1 &3oE-0:t 0:93 120.0030.00 0.o 0.0 0.0 0.0 0-0 0.0 0.0
TEST 5
tu nhil Vertfication
Elapsd,,'€ffiured Tune AWDepd, (n) (nia) lrbnsiql
1.603.203.20o.800.40
SpacialAvg.
(iilhr) &
W€AhectAvg.
(in/hr) &St L IteY.
2
456
0.rtoo.800.80o.200.10
30.0 65"3
108
SO't II'O'STURE PROBE READ'A'GS
Time Time"':'- Probe 1 Probe 2 Probe 3(actual) min13:45 O 4.2o/o 3.2o/o 3.5Yo
23.3o/o
24.7o/o
24.9o/o
25.0o/o
25.0o/o
9.60lo
24.3o/o
24.7Vo24-8o/o
24.8o/o
19.60/o
22.5o/o
23.5o/o
23.8o/o
23.8o/o
ProbeLocations:
Probe 1:
Probe 2:Probe 3:
from top{crn)100200300
13:5514:0014:1014:1514:20
5.0010.0020.0025.0030.00
Average Initial Moisture:Average Max lloisture:d{teta:
3.60/o
24.5%20.9%
TEST 5
109
PLOT HYDRAU LtC CO N DUCTIV|TY ESTTMATTON (RAIN-ON Ly)
Rainfall Verification
Measured# Depth (in)
SpacialAvg.
Avg. (in/hr) &lntens@ (mm/hr)
ElapsedTime(min) Std. Dev.
WeightedAvg.
( in/hr) &(mm/hr) Time I
0
25.O25.O
4.564.865.135.335.il5.735.926.086.236.386.546.686.846.997.167.307.477.607.767.918.068-208.36
KeKe(in/hr) (mm/hr) Ke (cm/sec)1.39 35.3 9.805E-041
2
3456
0.400.400.401.000.20o.20
1.601.601.604.000.800.80
29.9 58.9 44.O
0
Applied Rain (mm/hr):Ptot Area (m2 ):
Sfeady Sfate Runoff (mm/hQ:
58.94.1523.6
Month day Year Hour Minute Second Interval Total, s* Total, min tips/min gal/min ft3 /min m3 /min inlhr mmlhr10 12 2004 14 30 0 0 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.00010101010101010101010101010101010't0101010't01010
12121212121212121212121212121212121212121212't2
1414141414141414141414141414141414141414141414
200420042004200420042004200/.200/.200420042004200420042004200420042004200/2004200/.200420042004
273.5018.0016.0012.0013.0011.0011.509.509.509.009.508.509.509.0010.008.5010.008.009.509.009.008.50s.50
273,50291.50307.50319.50332.50343.50355.00364.50374-OO383-00392.50401.00410.50419.50429.50438.00448.00456.00465.50474.50483.50492.OO501.50
TEST 5
0.002o-o24o.0270.0360.0330.0390.0380.0450.0450.0480.0450.0510.0450.0480.0430.0510.0430.05,40.0450.0480.0480.0510.045
0.0000.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010-0010.0010.0010.0010.0020.0010.0010.0010-0010.001
0.0250.3860.4350.5790.5350.6320.605o-7320.732o.7730.7320.8180.7320.7730.6950.8180.6950.8690.7320.7730.7730.8180.732
0.6469.812
1 1.03814-71813_586
16.05615.35818.59118.59119.62418.59120.77818.59119.62417.66120.77817.66122.07718.59119.62419.62420.77818.591
33.551.57.519.532.543.5554.51423
32.541
50.559.59.5182836
45.59.53.512
21.5
3434353535353536363636363636373737373737383838
o.223.333.755.004.625.455.226.326.326.676.327.066.326.676.007.066.007.506.326.676.677.066.32
0.010.180.20o.270.25o.290.280.340.340.360.340.380.340.360.320.38o.320.400.340.360.360.380.34
110
Month day Year Hour Minute Second Interval Total. sec Total, min tips/min qallmin fts lmin m3 /^i, in/hr mmrhr1010101010101010101010101010101010101010't010t0't01010101010't0
10101010101010101010101010
12121212121212121212121212121212121212121212121212121212121212't2
12
12121212121212121212
14141414141414141414141414't41414141414141414141414141414141414141414141414141414141414
8.5010.009.0011.008.509.507.508.007.508.008.008.508.009.008.009.007.509.008.008.507.508.007.508.007.508.508.008.507.508.007.508.507.008.007.508.007.008.007.008.007.507.507.00
200420042004.
20042004200/.2004200420042004200/.2004200/.200/.200420042004200/'2004200420042004200/.20042004200/.200/.2004200/.20u200420042004200/'200/.200,42004200/.20u200'420/J4200/.200/.
3040490
8.518
25.533.54149575.513.522.530.539.547564
12.52028
35.s43.5
51
59.57.516
23.531.539
47.554.52.5101825334048
55.5310
510.00520.00529.00540.00548.50558.00565.50573.50581.00589.00597.00605.50613.50622.50630.50639.50647.00656.006&{.00672.50680.00688.00695.50703.5071 1.00719.50727.50736.00743.50751.50759.00767.50774.50782.50790.00798.00805.00813.00820.00828.00835.50843.00850.00
TEST 5
8.508.678.829.009.149.309.439.569.689.82ooa10.0910.2310.3810.5110.6610.7810.9311.0711.2111.3311.471 1.5911.73't 1.8511.9912.1312.2712.3912.5312.6512.7912.9113.M13.1713.3013.4213.5513.6713.8013.9314.0514.17
7.066.006.675.457.066.328.007.508.007.507.507.067.506.677.506.678.006.677.507.068.007.508.007.508.007.067.507.068.007.508.007.068.577.508.007.508.577.508.577.508.008.008.57
0.380.320.360.290.380.340.430.400.430.400.400.380.400.360.400.360.430.360.400.380.430.400.430.400.430.380.400.380.430.400.430.380.,t00.400.430.400.460.400.460.400.430.430.46
0.0510.M30.0480.0390.0510.0450.0580.0540.0580.0540.0540.0510.0540.0480.0540.0480.0580.M80.0540.0510.0580.0540.0580.0540.0580.0510.0540.0510.0580.0540.0580.0510.0620.0540.0580.0540.0620.0540.0620.0540.0580.0580.062
0.0010.0010.0010.0010.0010.0010.0020.0020.0020.0020.0020.0010.0020.0010.0020.0010.0020.0010.0020.0010.0020.0020.0020.0020.0020.0010.0020-0010.0020.0020.0020.0010.0020.0020.0020.0020.0020.0020.0020.0020.o020.0020.002
0.8180.6950.7730.6320.8180.7320.9270.8690.9270.8690.8690.8180.869o.7730.8690.7730.927o.7730.8690.818o.9270.869o.9270.869o.9270.8180.8690.818o-9270.8690.9270.8180.9930.8690.9270.8690.9930.8690.9930.8690.9270.9270.993
20.77817.66119.62416.05620.77818.59123.54822.OT723.il822.07722.07720.77822.07719.62422.07719-62423.54819.62422.07720.77823.54822.07723.54822.07723.54820.77822.O7720.77823.54822.07723.54820.77825.23122.07723.54822.07725.23122.07725.23122.07723-54823.il825.231
38383839393939393939394040404040404011
4141
4141414141
4242424242424243434343434343434444
1il
Month day Year Hour Minute Second Interval Total, sec Total, min tipslmin gal/min ft3 lmin m3 lmin in/hr mrnthr1414141414141414141414141414141414'14
14141414141414141414141414141414141414141414141414
1212
12121212121212
12121212121212121212121212121212121212121212121212121212121212121212
10
1010101010101010101010101010101010101010101010't0
10101010
1010101010101010101010101010
20M200,4
2004200420u42004200,42004200420042004200420042004200/.2004200/.2004200420042004200420042004200,42004200/.200420042004200420042004200/.200420042004200/-20042004200420042004
1824.53239
46.553.5't.5I
17.524.532.539.547.554.52.59.51724
31.538.546531
8.516
22.530.5374552071522
29.536.54451
58.54.511
1724
858.00864.50872.00879.00886.s0893.50901.50909.00917.50924.50932.50939.s0947-s0954.50962.50969.50977.00984.00991.50998.501006.001013.001021.001028.501036.001U2.501050.501057.001065.001072.O0't080.00
1087-O0
109s.001't02.o01109.5011 16.501124.001't 31.001 138.s01144.501 151.001 157.00116,r.00
14.3014.4114.5314.6514.7814.8915.0315.1515.2915.4115.5415.6615.7915.9'l16.(X16.1616.2816.4016.5316.6416.7716.8817.O217.1417.2717.3817.5117.6217.7517.8718.0018.1218.25't8.3718.4918.6118.7318.8518.9819.0819.1819.2819.40
0.400.500.430.460.430.460.400.430.380.460.400.460.400.460.400.460.430.460.430.460.430.460.400.430.430.500.400.500.400.460.400.460.400.460.430.460.430.460.430.540.500.540.46
0.0540.0660.0580.0620.0580.0620.0540.0580.0510.0620.0540.0620.0340.0620.0540.0620.0580.0620.0580.0620.0580.0620-0540.0580.0580.0660.0540.0660.0t40.0620.0540.0620.0540.0620.0580.0620.0580.0620.0580.0720.0660.0720.062
0.0020.0020.0020.0020.002o.0020.0020.0020.0010.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
0.869't.070
0.9270.9930.9270.9930.8690.9270.8't80.9930.8690.9930.8690.9930.8690.9930.9270.9930.9270.9930.9270.9930.8690.9270.9271.0700.8691.0700.8690.9930.8690.9930.8690.993o.9270.9930.9270.9930.9271.159't.0701.1590.993
22.07727.17123.54825.23123.!d825.23122.O7723.54820.77825.23122.07725.23122.07725.23122.07725.23123.54825.23123.s4825.23123.54825.23122.07723.54823.54827.17122.O7727.17122.O7725.23122.07725.23122.07725.23123.U825.23123.54825.23123.54829.43627.17129.43625.231
44444444444445454545454545454646464646464646474747474747474748484848484848484849494949
8.006.507.507.007.507.008.007.508.507.008.007.008.007.008.007.007.507.007.507.007.507.008.007.507.506.508.006.508.007.008.007.008.007.007.507.007.507.007.506.006.506.007.00
7.509.238.008.578.008.577.508.007.068.577.508.577.508.577.508.578.008.578.008.578.008.577.508.008.009.237.509.237.508.577.508.577.508.s78.008.578.008.578.0010.009.2310.008.57
TEST 5
I12
Month day Year Hour Minute Second tnterual Total, sec Total, min tips/min gat/min ft3 lmin mt lmin inrhr mm/hr10't0't01010101010't010't010't0101010't0101010
10t01010101010101010't0
10101010101010101010't010
6.007.507.007.507.008.008.008.507.508.507.s08.507.508.507.008.007.507.507.508.007.008.007.007.507.008.507.009.007.509.008.009.008.508.s07.008.007.008.007.006.004.506.506.00
1.1590.9270.9930.9270.9930.8690.8690.8180.9270.8180.9270.8180.9270.8180.9930.869o.927o.927o.9270.8690.9930.8690.9930.9270.9930.8180.9930.773o.927o.7730.8690.7730.8180.8180.9930.8690.9930.8690.9931.1591.5451.0701 .159
1414141414141414141414141414141414141414'14
14141414141414141414141414141414141414141414
1212121212't2121212121212
121212121212121212121212
1212
1212
121212121212121212121212121212
2004200/42004200/.200420042004200420042004200420042004200/.2@420042004200420042004200/.2004200420042004200420042004200420042004200,420042004200420042004200/.200r'.200,4200/.200/.2004
3037.544.55259715
23.s31
39.547
55.53
11.518.526.5u
41.5495741219
26.533.54249585.514.522.531.540
.{8.5
55.53.510.s18.s25.531.536
42.548.5
1 170.001177.501 184.501192.001199.001207.O01215.001223.501231.001239.501247.001255.501263.001271.501278.501286.501294.OO
1301.501309.001317.001324.OO't 332.001339.001346.501353.501362.001369.001378.001385.501394.501402-50141 1.501420.00't428.501435.501443.501450.501458.501465.501471.501476.001482.501488.50
19.5019.6319.7419.8719.9820.1220.2520.3920.5220.6620.7820.9321.O5
21.1921.3121.4421.5721.6921.8221.9522.O722.2022.3222.4422.5622.7022.8222.9723.0923.2423.3823.5323.6723.8123.9324.0624.1824.3124.4324.5324.6024.7124.81
10.008.008.578.008.577.507.507.068.007.068.007.068.007.068.577.508.008.008.007.508.577.508.578.008.577.068.576.678.006.677.506.677.067.068.577.508.577.508.5710.0013.339.2310.00
0.540.430.460.430.460.400.400.380.430.380.430.380.430.380.460.400.430.430.430.400.460.400.460.430.460.380.460.360.430.360.400.360.380.380.460.400.460.400.460.540.720.500.t4
0.o720.0580.0620.0580.062o.0540.0540.0510.0580.0510.0580.0510.0580.0510.0620.0540.0580.0580.0580.0540.0620.0540.0620.0580.0620.0510.0620.0480.0580.0480.0540.0480.0510.0510.0620.0540.0620.0540.0620.o720.0960.066o.o72
0.0020.0020.0020.0020.0020.0020.0020.0010.0020.0010.0020.00'l0.0020.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0010.0020.0010.0020.0010.0020.0010.0010.0010.0020.0020.0020.0020.0020.0020.0030.0020.002
29.43623.54825.23123-54825.23122.OT722.O7720.77823.54820.77823.54820.77823.!4820.77825.23122.07723.54823.9823.il822.07725.23122.07725.23123.54825.23120.77825.23119.62423.9819.62422.O7719.62420.77820.77825.23122.07725-23122.07725.23129.43639.24727.17129.436
49494949495050505050505051
51
5151
5'l5'l51
51
52525252525252525353535353535354545454g*5454
TEST 5
113
llontt Year Hour Hinute Secoad htewal sec mn ft' lmin mt hnin ln/hr run/trr1010101010101010
121212't212121212
1414'|41415151515
20042004200/.2Ag42W20fJ,420042044
9.5012.5022.O042.50
525.5018.0025.50
608.00
1498.001510_501532.501575.002r00.5{)2118.502144.0O2752.00
24.9725.1825.il26-2535.0135.3135.7315.87
6.324.802.731.41
0.113.332.350.10
0.340260.15o.080.010.180.130.01
0-0450.0350.0200.0100.0010.o240.0170.001
0.0010.0010.0010.0000.otx)0.0010.0000.000
o.7320.5560.3160.1640.0130.3860.2730.011
18.59114.1298.0284.1560.3369.8126.9260.290
5810.532.5150.518.54452
,4555556555't5
TEST 5
tl4
FIGURE A-5
Plot Conductivity Test - 5
LEEEoa6d
-3 2 7 12 32 3717
Time(min)
22 27
TEST 5
t,a
I
I
IIItIIt
IT
,
IaI,
aa
a
,
45
40
35
30
25
20
15
10
5
- "SimulatedRain (mm/hr)
ModelPrediction(mm/hr)
-MeasuredPlot Runoff(mm/hr)
115
Ko:
Ke5LIDphi:Ks:
sec
59.70E-04
dtheta 1%10000
mrn
60120180240300360420480540600660720780840900960
1 0201 08011401200126013201 38014401 5001 5601620168017401 8001 86019201 98020402100
7.00E-082.63E-061.49E-054.62E-051.07E-042.08E-043.61E-045.76E-046.24E-046.29E-046.33E-046.36E-046.39E-046.41E-046.43E-046.44E-046.46E-046.47E-046.48E-046.49E-046.50E-046.50E-046.51E-046.52E-046,52E-042.07E-044.93E-054.67E-061.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-08
2.52E-039.47E-025.35E-011.66E+003.85E+007.50E+001.30E+012.07E+012.24E+012.26E+012.28E+012.29E+012.30E+012.31E+012.31E+012.32E+012.32E+012.33E+012.33E+012.34E+012.34E+012.34E+012.34E+012.35E+012.35E+017.45E+001.77E+001.68E-013.60E-043.60E-043,60E-043.60E-043.60E-043.60E-043.60E-04
1
23
4567B
9
10
11
12131415161718
19
2021
22232425262728293031
32333435
TEST 5
END OF PLOT
cm/sec mm/hrMax Runoff Actual Runoff
(mm/hr) (mm/hr)
o/o
Difference
116
6403Ko:
mtn
5LIDphi:Ks.'
sec
41.60E.03
dtheta 15o/o
1 0000slope (x:1):
60120180240300360420480540600660720780840900960
1 0201 0801140120012601 3201 38014401 5001 560162016801740I 8001 86019201 9802040210021602220228023402400246025202580264Q270Q
0.00E+001.1 0E-061.61E-043.95E-047.69E-041.30E-031.68E-031.78E-031.81E-031.81E-031.82E-031.82E-031.82E-031.82E-03't.82E-03
1.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031.82E-031 .1 8E-038.34E-046.19E-044.78E-043.81E-043.1 1 E-042.59E-042.2QE-041.89E-041.65E-041.45E-041.28E-Q41.15E-041.03E-049.33E-05
0.000.045.7914.2127.6846.8760.5064.2365.0765.2865.3565.3865.4065.4265.4365.4465.4565.4565.4665.4765.4765.4865.4865.4865.4965.4965,5065.5065.5065.5042.5230.0122.2717.2013.7011.209.347.926.825.935.224.624.133.723.36
1.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-086.95E-047.25E-047.46E-047.63E-047.77E-047.89E-047.99E-048.07E-048.'tsE-048.22E-048.28E-048.34E-048.39E-048.43E-048.47E-048.51E-048.55E-048.58E-048.61E-048.64E-048.67E-043.05E-046.27E-051.94E-061.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-081.00E-08
0.00040.000.000.000.000.000.000.000.0025.0426.1026.8727.4727.9728.3928.7529.0729.3529.5929.8130.0130.1930.3630.5130.6430.7730.8931.0031.1031.1910.982.260.070.000.000.000.000.000.000.000.000.000.000.000.00
1
2345o7I91011
12131415161718192021
22232425262728293031
32333435363738394041
42434445
TEST 5
l-"- "'
cm/sec mm/hr
EPS
mm/hr
otto
Difference
lYtax
Runoff(mm/hr)
Actual Runoff(mm/hr)
t17
FIGURE A-6
Rain/Runoff Hydrograph - 5
70
60
50
40ilo
J30g
5o/o1
E
po
=o@
30%
25o/o
20o/o
10%
Oolo
20
5o/o t0
0
0 5 10 15 20 25 30 35
TEST 5
t-
aa"t'
IIIIII
t'-
a
II
fIt
ItaI
lala1l
+SoilProbe 1
+SoilProbe 2
+soilProbe 3
': ;'| " 'Simulated Rain
ModelPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
Time (min)
118
MOBTLE TEST #6 (TEST 6)10f20r20uDeer Park Southus 395 MP 171.4
Plot Parameters Start Time:Slope.' 4:l End Time:
Length (cm): 4O0 Test Duration:Wdth (cm): 105 Model PlotArea (m2):
PlotArea 1m\: a.2O
Vegitation: sparse ryegrass (40%)lnitial Theh: 16.3'hFinal Theh: 29.9%
dtheta: 13.53%
14:1 1:0015:20:001:09:00
1s.32
Estimated Ke (from plot):mmlhr cm/s
42.01 1.17E-03
Normalized RatesMax Runoff Rate (mm/hr):
Rain-on Rate (mm/hr):Runoff Percenhge:
Volumetric Rates2.556.78
37.5%
10.026.5
37.5%
(Umin):(Umin):
0.0000.0000.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0020.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
Month day Year Hour Minute Second tnterval Tohl, sec Toal, min tipslmin gatlmin ft3 /min mt lmin in/hr mm/hr1010
10
1010101010101010101010
10
101010
10101010
10'10
10
10
101010
10
10
10
10
10
20202020202020202020202020202020202020202020202020202020202020202020
4444444444444444444444444444444444
14141414141414141414141414141414141414141414141414141414141414141414
11
37373838383839?o
3939393940404040404041
41
41
41
41
41
41
41
42424242424242
038.s56
10.524.537.55021425
35.546
56.5615
25.535.544.553.51.5
10.518.526.53442
49.5573.511
17 -524.531
38.545.5
01 598.5017.5014.5014.0013.0012.5012.OO
12.001 1.0010.5010.5010.509.5010.009.5010.009.009.008.009.008.008.007.508.007.507.506.507.506.507.006.507.507.00
0.001598.501616.001630.5016u14.50
1657.501670.00'1682.00
1694.001705.0017't5.501726.O01736.501746.001756.001765.50't775,50'1784.50
1793.50't801.50'1810-50
1818.501826.501834.001A42.OO
1849.501857.001863.501871.001877-501E84.501891.001898.501905.50
0.0026.6426.9327.'t827.4127.6327.8328.0328.2328.4228.5928.7724.9429.1029.2729.4329.59N.7429.8930.0330.1E30.3130.4430.5730.7030.8330.9531.0631.1831.2931.4131.5231.&31.76
0.000.043.434.144.294.624.805.005.005.455.715.715.716.326.006.326.006.676.677.506.677.507.508.007-508.008.009.238.009.238.s79.238.008.57
0.000.000.18o.22o.23o.254.26o.27o.27o.290.310.310.310.34o.320.34o.320.360.360.400.360.400.400.430.400.43o.430.500.430.500.460.500.430.46
0.0000.ooo0.0250.0300.0310.0330.0350.0360.0360.0390.0410.04'l0.(Ml0.0450.0430.0450.0430.0480.0480.0540.0480-0540.0540.0580.0540.0580.0580.0660.0580.0660.0620.0660.0580.062
0.0000.0010.1080.1300.1350.1450.151o-157o-157o.1710.1790.1790.1790.1980.1880.1980.1880.2090.209o.2350.2090.2350.235o.251o.235o.251o.2510.290o.251o.2900.2690.2900.25'l0.269
0.0000.0302.7U3.2993.4173.6803.8n3.9873.9874.3494.5564.5564.5565.0364.7U5.0364.7U5.3165.3165.9805.3165.9805.9806.3795.9806.3796.3797-3606.3797.3606.8347.3606.3796.834
TEST 6
119
Month day Year Hour Minute Second lnterval Total, sec Total, min tips/min gallmin ft3 lmin m3 lmin in/hr mm/hr1010
1010101010101010101010
10
10
10't010
10
10101010'10
10
101010101010101010
1010
10
10
10
101010101010
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
444444444444444444444444444444444444444444444
14141414141414141414141414141414'14
14
14141414141414
14
14
14141414141414141414141414
1414141414
424243434343434343434444444444444444444545454545454545454546464646464646464647474747474747
5359.5
714
21.528
35.542
49.5563.510172330
35.542.548550.57
1320
25.532.5394652595
'12
18.525.531.53844
50.5562.58.5
'14.5
2026
31.537.5
7.506.507.507.007.506.507.506.507.506.507.506.507.006.007.005.507.005.507.005.506.506.007.005.507.006.507.006.007.006.007.006.507.006.006.506.006.505.506.506.006.005.506.005.506.00
1S13.001919.501927.O01934.001941.501946.001955.501962.001969.501976.001983.501990.001997.002003.002010.0020'15.502022.502028.O02035.002040.502047-002053.002060.002065.502072.502079.002086.002092.OO
2099.002105.002112.OO
21 18.50212s.502131-50213E.002144.002150.502156.002162.502168.502174.502180.002186.002191.502197.50
31.8831.9932.1232.2332.3632.4732.5932.7032.8332.9333.0633.1733.2833.3E33.5033.5933-7133.8033.9234.01u.1234.2234.33u.43u.5434.65u.7734.8734.9835.0835.2035.3135.4335.5335.6335.7335.8435.9336.0436.1436.2436.3336.4336.5336.63
E.009.23E.008.578.009.238.009.238.009-238.009.238.5710.008.5710.918.57't0.9'l8.5710.919.2310.008.5710.918.579.238.5710.00E.5710.008.579.238.5710.009.2310.009.2310.919.2310.0010.0010.9110.0010.9110.00
0.430.500.430.460.430.500.430.500.430.500.430.500.460.540.460.590.460.590.460.590.500.540.460.590.460.500.460.540.460.540.460.500.460.540.500.540.500.590.500.540.540.590.540.590.54
0.0580.0660.05E0.0620.0580.0660.0580.0660.0580.0660.0580.0660.062o.o720.0620.0780.0620.0780.0620.0780.066o-o720.0620.0780.0620.0660.062o.o720.062o.o720.0620.0660.062o.0720.066o-o720.0660.0780.066o.o72o.o720.078o.0720.078o.o72
0.0020.0020.0o20.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020-0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.o020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
o.2510.290o.2510.269o.2510.2900.25'l0.290o.2510.290o.2510.2900.2690.3140.269o.3420.269o.3420.269o.u20.2900.3140.269o.3420.2690.2900.2690.3140.2690.3140.2690.2900.2690.3140.2900-3140.290o.u20.2900.314o.314o,3420.314o.3420.314
6.3797.3606.3796.8346.3797.3606.3797.3606.3797.3606.3797.3606.E347.9736.E348.6986.8348.6986.834E.6987.3607.9736.6348.6986.8347.3606.8347.9736.E347.9736.8347.3606.8347.9737.3607.9737.3608.6987.3607.9737.9738.6987.9738.6987.973
TEST 6
120
Month day Year Hour Minute Second lnterval Tobl, sec Tohl, min tips/min gallmin ft3 lmin m3 /min in/hr mm/hr't010
10
10
10
1010
1010
10
10
10
10
10
10
10
10
1010
10
101010
10
10'10
10
10
10
1010
1010
10101010
10
101010101010
10
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
1414141414141414
14
14
1414
1414
1414141414'14
1414't414141414141414
1414
1414
141414141414't414141414
444444444444444444444444444444444444444444444
47474747484848484848484E4848484949494949494949494949505050505050505050505051
51
5t5'1
51
51
51
51
42.548.553.559.54.510.515.521.526.53237
42.548
53.556.5
4I
14.519.52530
35.540.54651
56.51.57.512-5182329344045
50.555.51.56.512172328
33.538.5
5.006.005.006.005.006.005.006.005.005.505.005.505.505.505.005.505.005.505.005.505.005.505.005.505.005.505.006.005.005.505.006.005.006.005.005.505.006.005.005.505.006.005.005.505.00
2202.502208.502213.502219.502224.502230.502235.502241.502246.502252.OO
2257.OO
2262.502268.OO
2273.502278.502284.OO
2289.OO
2294.502299.502305.002310.002315.502320.502326.OO
2331.002336.502U1.502347.502352.502358.002363.002369.002374.OO
2380.002385.002390.502395.502401.502406.502412.OO
2417.OO
2423.OO
2428.OO
2433.502438.50
36.7136.8136.8936.9937.0837.1 8
37.2637.3637.4437.5337.6237.7137.8037.8937.9838.0738.1538.2438.3338.4238.5038.5938.6838.7738.8538.9439.0339.1339.2139.3039.3839.4839.5739.6739.7539.8439.9340.0340.1 1
40.2040.2840.3840.4740.5640.64
12.0010.0012.OO
10.0012.O010.00'12.00
10.0012.0010.9't12.0010.9110.9110.9112.OO
10.9112.0010.9112.0O
10.9112.0010.9112.OO
10.9112.OO
10.9112-O0
10.0012.OO
10.9112.0010.0012.0010.0012.OO
10.91'l2.oo't0.00
12.OO
10.9112.OO
10.0012.0010.9112.00
0.650.540.650.540.6s0.540.650.540.650.590.650.590.590.590.650.590.650.590.650.590.650.590.650.590.65o.590.650.540.650.590.650.540.650.540.650.590.650.540.650.590.650.540.650.590.65
0.086o.o720.0E6o.o720.086o.o720.086o.o720.0860.0780.0860.0780.0780.0780.0860.0780.0860.0780.0860.0780.0860.0780.0860.0780.0860.0780.086o.o720.0860.0780.0860.o720.086o.o720.0860.0780.086o.o720.0860.0780.086o.o720.0860.0780.086
0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020-oo2o.@20.0020.0020.0020.0020.002o.o020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o-o020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
o.3770.314o-377o.3140.377o.314o.3770.314o.377o.342o.377o-u2o.3420.u20.3770.u2o.377o-u2o.3770.3420.377o.u2o.377o.u2o.377o-3420.3770.3140.377o.3420.3770.3140.3770.314o.377o.u2o.3770.3't4o.377o.u2o.3770.3 t4o.377o.u2o.377
9.5687.9739.5687.9739.5687.9739.5687.9739.5688.6989.5688.6988.6988.6989.5688.69E9.5688.6989.568E.6989.5688.6989.5688.6969.5688.6989.5687.9739.568E.6989.5687.9739.5687.9739.5688.6989.5587.9739.5688.6989.5687.9739.5688.6989.568
TEST 6
t2t
mnYear Hour ldinute Second lnhnalMonth 3 in/hr mm/hrsec't0
10
10
10
10
10
10
10
10
10
10
10
10
1010
10
10101010101010
10
101010
10
10
1010
1010't01010101010101010101010
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
14141414
1414
1414141414141414
14'14
14141414141414't414141414
1414
141414141414141414141414't41414
444444444444444444444444444444444444444444444
51
5151
525252525252525252s25253535353535353535353535354545.4
5454545454il54u5455555555555555
44.549.555.50.56.511.51722285J
38.544
49.554.5
o5
't0.515.521
2631.s36.5424752572712
't 6.521.526.531.535.54'l
45.550.5550510
14.519.524.530
6.005.006.005.006.005.005.505.006.005.005.505.505.505.005.505.005.505.005.505.005.505.005.505.005.005.005.005.005.004.505.005.005.004.005.504.505.004.505.005.005.004.505.005.005.50
2444.502449-502455.502460.502466.502471.502477.O02482.00248E.002493.00249E.502504.002509.502514.502520.002525.OO
2530.502535.502541.OO
2t46.002551.502556.502562.002567.002572.OO
2577.OO
2582.O02587.002592.OO
2596.502601.502606.50261 1.502615.502621.OO
2625.502630.502635.002640.002645.002650.002654.502659.502664.502670.00
40.7440.8340.9341.O1
41.1'.|41.194',t.284't.3741.4741.5541.U41.7341.8341.9142.OO
42.O842.'t842.2642.3542.4342.5342.6142.7042.7842.8742.9543.0343.1243.2043-2843.3643.4443.5343.5943.6843.7643.8443-9244.OO
44.O8
44.1744.2444-3344-4144.50
10.0012.0010.0012.OO
10.0012.0010.9112.OO
10.0012.OO
10.9110.9110.9112.O0
10.9112.0010.9112-OO
10.9112.O0
10.9112.OO
10.9112.OO
12.0012.0012.00'l2.oo12.0013.3312.0012.0012.OO
15.0010.9113.3312.OO
13.3312.0012.0012.OO
13.33't20012.OO
10.9't
0.650.540.650.540.650.590.650.540.650.590.590.590.650.590.650.590.650.590.650.590.650.590.650.650.650.650.650.65o.720.650.650.650.810.590.720.65o.720.650.650.650.720.550.650.59
o.o720.086o.o720.086o.o720.0860.0780.086o.o720.0860.0780.0780.0760.0850.0780.0860.0780.0860.0780.086o.0780.0860.0780.0860.0860.0860.0860.0860.0860.0960.0860.0860.0860.1080.0780.0960.0860.0960.0860.0860.0860.0960.0860.0860.07E
0.o020.0020.0020.0020.0020.0020.0o20.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.003o.oo20.0020.0020.0030.0020.0030.0020.0030.0020.0020.0020.0030.0020.0020.002
0.314o.3770.314o.3770.314o.377o-u2o.3770.314o.377o-u2o.u2o.u2o.377o.u20.377o.u2o.3770.342o.377o.3420.377o.u2o.377o.377o.377o.377o.377o.3770.419o.377o.3770.377o.471o.3420.419o.3770.4190.3770.377o.3770.419o.377o.377o.u2
7.9739.5687.9739.5687.9739.5688.6989.5687.9739.5688.6988.6988.6989.5668.6989.5688.6989.5688.6989.5688.6989.5688.6989.5689.5589.5689.5689.5689.56610.6319.5689.5669.56811.9608.69810.6319.56810.6319.5689.5689.56610.6319.5689.5688.698
TEST 6
r22
Honth day Year Hour fiinute S*ond Interval Tohl, sec Tohl, min tipslmin gatlmin ft3 lmin m3 lmin \n!hr mnlht10 20 4 14 55 34.5 4.50 2674.50 44.58 13.33 0.72 0.096 0.003 0.419 10.631't0101010
10
10
10101010
10
1010
10
10'10
10
10
1010
10101010
10
10
10
10
10
10
10101010
10't010
10
1010101010
10
2020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
44444444444444444444444444444444444444444444
141414't414141414141414141414141414141414141414141414'14
14
1414141414141414141414
14
14
141414
555555555656565656565656565656565757.
5757575757575757575757585858585858585858585658595959
404550550.55.5't0.515.s20.525.530.535.541
45.550.5550.5510
't4.520
24.529.53439
43.548.553582.57.51217
21.527
31.536.541
46.551.556.s1.56.5
1 1.5
5.505.005.005.005.505.005.005.005.005.005.005.005.504.505.004.505.504.505.004.505.504.505.004.505.004.505.004.505.004.505.004.505.004.505.504.505.004.505.505.005.005.005.005.00
2680.O026E5.002690.002695.002700.502705.502710.502715.502720.502725-502730.502735.502741-OO
2745-502750.502755.002760-502765.002770.002774.502780.0027U_502789.502794.OO
2799.002803.502808.502813.0028'18.002822.502827.502832.O02837.O02841.502U7.002851.502856.502861.002E66.502871.502876.502881.502886.502E91.50
44-6744.7544.E344.9245.0145.0945.1845.2645.3445.4345.5145.5945.6845.7645.8445.9246.0146.0846.1746.2446.3346.4146.4946.5746.6546.7346.8146.E846.9747.O447.1347.2047.2847.3647.4547.5347.6147.6847.7847.8647.9448.0348.'l l48.19
10.9112.OO
12.OO
12.OO
10.9112.OO
12.OO
12.0012.OO
12.O0
12.0012.O0
10.9113.3312.OO
1 3.3310.9113.3312.OO
13.3310.911 3.3312.OO
13.3312.0013.3312.001 3.3312.OO
13.3312.0013.3312-O0
13.3310.9113.3312.0013.3310.9112.0012.OO
12.0012.0012.OO
0.590.650.650.650.590.650.650.650.650.650.650.650.59o.720.65o.720.59o.720.65o.720.590.720.65o.720.65o.720.65o.720.65o.720.65o.720.65o-720.59o.720.65o.720.590.650.650.650.650.65
0.0780.0860.0860.0860.0780.0860.0860.0860.0660.0860.0860.0860.0760.0960.0860.0960.0780.0960.0860.0960.0780.0960.0860.0960.0860.0960.0860.0960.0860.0960.0860.0960.0860.0960.0780.0960.0860.0960.0780.0860.0E60.0860.0860.086
0.0020.0020.0020.0020.0020.0020.o020.0020-0020.0020.0020.0020.0020.0030.0020.0030.0020.0030.0020-oo30.0020.003o.o020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.0020.0020.002
o.342o.377o.377o.377o.342o.377o.377o.377o.377o.3770.377o.377o.3420.4190.3770.419o.u20.419o.3770.419o.u20.419o.3770.419o.3770.419o.3770.4'19o.3770.419o.3770.419o-377o.419o-u20.419o.3770.4't9o-u2o.3770.377o.377o.377o.377
8.6989.5669.5669.56E8.6989.5689.56E9.5689.56E9.5689.5689.5688.69810.6319.56810.6318.69810.6319.56E10.6316.69810.6319.55810.6319.56810.6319.56810.63t9.56610.6319.56810.6319.56810.6318.69810.6319.56810.6318.6989.5669.5689.5689.5689.568
TEST 6
123
tlonth day Year Hour ltinute Second lnterual Totat, sec Tohl, min tips/min gal/min ft3 lmin mt lmin in/hr mm/hr10
1010
10
10
10
10
10
10
10
10
10
10
101010
101010
10
1010
10
10
10
10
10
10
10
10
1010101010101010
10
101010101010
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
444444444444444444444444444444444444444444444
14
14
14't414
14
14
1414
15
15
15
151515151515'15
151515151515't5
15'15
1515
1515
15
1515
151515151515
15
151515
59595959595959595900000000
o001
1
1
1
1
1
1
1
1
1
1
222222222223
33
17222732
37.542
47.552.5582.5813
18.523.529u
39.544.55055
1
611.517
22.527.533.538.544.549.5550.56
1 1.517
22.52E.s33.539.544.550.555.5
1
6.512
5.505.005.005.005.504.505.505.005.504.50s.505.005.505.005.505.005.505.005.505.006.005.005.505.505.505.006.005.006.005.005.505.505.505.505.505.506.005.006.005.006.005.005.505.505.50
2897.002902.O02907.002912.002917.502922.O02927.502932.502938.002942.502948.002953.002958.502963.502969.002974.O02979.502984.502990.002995.003001.003006.00301 1.503017.003022.503027.503033.503038.5030u14.50
3049.503055.003060.503066.003071.503077.003062.503088.503093.503099.503104.5031 10.5031 15.503121.003126.5031 32.00
48-2848.374E.4548.5348.6348.7048.7948.8848.9749.0449.1 3
49.2249.3149.3949.4E49.5749.6649.7449.8349.9250.0250.1050.1 I50.2850.3850.4650.5650.&50.7450.8350.9251.015'1.'t051.1951.2851.3851.4851.565't.6651.7451.8451.9352.O252-1152.20
10.9112.O0
12.0012.OO
10.9113.3310.9112.OO
10.9113.3310.9112.OO
10.9112.0010.9112.0010.9112.O0
10.9112.OO
10.0012.00't0.91
10.9110.9112.OO'10.00
'12.00
10.0012.O0
10.9110.9110.9110.9110.91'10.91
10.0012.0010.0012.0010.0012.OO
10.9110.9110.91
0.590.650.650.650.59o.720.590.650.59o.720.590.650.590.650.590.650.590.650.590.650.540.550.590.590.590.650.540.650.540.650.590.590.590.590.590.590.540.650.540.650.540.650.590.590.59
0.0780.0860.0860.0860.0780.0960.0780.0860.0780.0960.0780.0860.0780.0860.0780.0860.0780.0860.0780.0860.o720.0860.0780.0780,0780.086o.o720.086o.o720.0860.07E0.0780.0780.0780.0780.078o.o720.0860.o720.086o.o720.0E60.0780.0780.078
0.0020.0020.0020.0020.0020.0030.0020.0020.0020.0030.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.002o.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.002o-002
o.u2o.377o.377o.3770.u20.419o.342o.377o.u20.419o.u20.377o.u2o.377o.342o.377o.342o.377o.3420.377o.314o.377o.342o.342o.3420.3770.3140.3770.314o.377o.u2o.3420.342o.342o.342o-u20.314o.3770.314o.3770.314o.377o.u2o.342o.342
8.6989.5689.5689.5688.69810.6318.6989.5688.69810.6318.6989.5688.6989.5688.6989.5688.5989.568E.6989.5687.9739.5686.6988.6988.6989.5687.9739.5687.9739.5688.6988.6988.6988.6988.6986.6967.9739.5687.9739.56E7.9739.5688.6988.6988.698
TEST 6
124
Month day Year Hour lilinute Second lntevat Tof:,t, sec ToEI, min tipslmin gallmin ft3 lmin m3 /min in/hr mm/hr10
101010
10
10
10
10
10
10
10
10
10
10
10
1010
10
101010
10
10
10
10
10
101010
1010
10
10
10
10
10
10
101010
10't010
10
10
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
444444444444444444444444444444444444444444444
15151515151515151515151515
15
1515
15151515151515'15
1515
15151515151515151515151515151515151515
333333?
33444444444445
5
5
5
55555566666b666666777
172328
33.536.54449
54.559.55.510.51521
26.532
37.543
48.553.559.5
5
10.516
21.52733384449550611
16.522
27.532.53843
48.554
59.s4.510
15.5
5.006.005.005.505.005.505.005.505.006.O05.005.505.005.505.505.505.505.505.006.005.505.505.505.505.506.005.006.005.006.005.006.005.005.505.505.505.005.505.005.505.505.505.005.505.50
3137.003143.003148.003153.5031 58.503164.0031 69.003174.5031 79.503'185.503190.503196.003201.003206.5032't2.OO3217.503223.OO
3228.503233.503239.503245.003250.503256.003261.503267.OO
3273.O03278.OO
3284.003289.003295.003300.003306.003311.003316.503322.OO
3327.503332.503338.003343.003348.5033#.003359.503364.503370.003375.50
52.2852.3852.4752.5652.6452.7352.8252.9'l52.9953.0953.'t I53.2753.3553.4453.5353.6353.7253.8153.8953.9954.0854.1854.2754.3654.4554.5554.6354.7354.82u.9255.0055.1 055.1 I55.2855.3755.4655.5455.6355.7255.8155.9055.9956.0856.1756.26
12.0010.0012.O0
10.9112.O4
10.9112.O0
10.9112.OO
10.0012.0010.9112.OO
10.9110.9110.9110.9110.9'l12.OO
10.0010.9110.9110.9110.9110.9110.0012.0010.00't2.oo10.0012.0010.0012.O0
10.9110.9110.9112.00't0.91
12.0010.9110.9110.9112.0010.9110.91
0.650.540.650.590.650.590.650.590.650.540.650.590.650.590.590.590.590.590.650.540.590.590.590.590.590.540.650.540.65o.540.650.540.550.590.590.590.650.590.650.590.590.590.650.590.59
0.0860.o720.0860.0780.0860.0780.0860.0780.066o.o720.0860.0780.0860.0780.0780.0780.0780.0780.086o.o720-0780.0780.0780.0780.078o.o720.086o.o720.086o.o720.086o.o720.0860.0780.0780.0780.0860.0780.0860.0780.0780.0780.0860.0780.078
0.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
o.3770.314o.377o-u2o.377o.u2o-3770.u20.3770.3140.3770.u20.377o.u2o.342o.342o.342o.342o.377o.314o.342o.342o.u2o.342o.3420.314o.3770.314o.377o.314o.3770.314o.377o.3420.342o.342o.3770.u20.377o-342o.3420.u2o.377o-u2o.342
9.56E7.9739.5688.6989.5688.6989.5688.6989.5667.9739.5688.6989.5688.6988.6988.69E8.6988.6989.56E7.9738.698E.6988.6988.69E8.6987.9739.5687.9739.56E7.9739.5687.9739.5688.6988.69E8.6989.5688.6989.5688.6988.6986.6969.5688.6988.698
TEST 6
r25
Month day Year Hour tlinute Second lnterval Iotar, sec TaAL min tips/min gatlmin ft3 lmin mt lmin in/hr mm/hr1010
10
10
10
1010
1010
10
10
10
10
10101010'10
101010
10
1010
10
101010101010101010
10
10
10
1010
10
10101010't0
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
444444444444444444444444444444444444444444444
15't5'15
1515151515151515151515151515151515151515't5
151515
1515151515't5151515151515151515151515
777777778888IE
88689Io
III99II910101010101010101010't0
11
1l11
11
11
2'l263237
42.548545951016
21.527
32.538
43.549.555.51.5713
18.524.53036
41.547.553594.510
15.52't.527
32.537.543
48.554594
9.514.519.525
5.505.006.005.005.505.506.005.006.005.006.005.505.505.505.505.506.006.006.005.506.005.506.005.506.005.506.005.506.005.505.505.506.005.505.505.005.505.505.505.005.005.505.005.005.50
3381.003386.O03392.003397.003402.503408.003414.003419.003425.003430.003436.00344't.50u47.OO3452.503458.003463.503469.503475.5034E1.503487.003493.003498.503504.503510.003516.003521.503527.503533.003539.003544.503550.003555.503561.503567.003572.503577.5035E3.003588.503594.003599.003604.003609.503614.503619.503625.00
56.3556.4355.5356.6256.7156.8056.9056.9857.0857.1757.2757.3657.4557.5457.6357.7357.8357.9358.035Al258.2258.3158.4158.5058.6058.6958.7958.8856.9859.0859.1759.2659.3659.4559.5459.6359.7259.8159.9059-9860.0760.1660.2460.3360.42
10.9'l12.OO
10.0012.OO
10.9110.9110.0012.OO
10.0012.OO
10.0010.9110.9110.9110.9110.9110.0010.0010.0010.9110.0010.9'l10.0010.9110.0010.9110.0010.9110.0010.9110.9110.9110.00't0.91'10.91
12.00't0.91
10.9110.9112.O0
12.OO
10.9112.OO
12.OO
10.91
0.590.650.540.650.590.590.540.650.540.650.540.590.590.590.590.590.540.540.540.590.540.590.540.590.540.590.540.590.540.590.590.590.540.590.590.650.590.590.590.650.650.590.650.650.59
0.07E0.066o-o720-0860.07E0.078o.0720.086o.o720.086o.o720.0780.0780.0780.0780.078o.o72o.o72o.o720.0780.o720.078o.o720.078o.o720.078o.o720.078o.o720.0780.0760.078o.o720.0780.0780.0860.07E0.0780.0780.0860.0660.0780.0860.0860.o78
0.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.002o-0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020-0020.0020.0020.002o.o020.0020.0020.0020.0020.0020.0020.002o-0020.0020.002
o.3420.3770.314o.3770.342o.3420.314o.377o.314o,377o.314o.u2o.342o.u2o.342o.3420.3140.314o.314o.3420.314o.3420.314o.3420.314o.3420.314o.u20.314o.342o.u2o.u2o.314o.u2o.u2o.377o.u2o.u2o.u2o.377o.377o.u2o.377o.377o.u2
8.6989.5687.9739.56EE.6988.6987.9739.5687.9739.5687.9738.6988.6988.698E.698E.6987.9737.9737.9738.6987.9738.6987.9738.6987.9738.6987.9738.6987.9738.6988.69E8.6987.9738.6988.6989.5688.69E8.6988.6989.5689.5668.6989.5589.5688.698
TEST 6
126
Monh day, Year Hour llinute Second lnte,val ToAL sec Tohl, min tipslmin gatlmin ft3 lmin mt lmin in/hr mm/hr10
101010101010't0101010
10
1010'10
101010
10101010'10
10
10
10
10
10
1010
10
10
10
10
10
10
101010101010t01010
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
444444444444444444444444444444444444444444444
11
1'l11
11
11
11
12121212121212121212121213131313131313131313131414't41414141414
14
't4151515151515
15151515
1515't5151515151515151515151515151515
1515
151515151515151515't51515151515151515151515
3035.540.54651
56.51.5712
17.522.52833
38.543.549
s4.559.5
510.51s.521
26.532
37.543
48.s54
59.55
10.516.521.527.533
38.54450
55.51.57
12.518.524
29.5
5.005.505.005.505.005.505.005.505.005.505.005.505.OO
5.505.005.505.505.005.505.505.005.505.505.505.505.505.505.505.505.505.506.005.006.005.505.505.506.005.506.005.505.506.005.505.50
3630.003635.503640.503&46.003651.003656.503661.503667.003672.OO3677.503682.503688.003693.00369E.503703.503709.003714.5037't9.503725.003730.503735.503741.003746.503752.003757.503763.003768.503774.OO
3779.503785.003790.503796.503801.503807.503E13.003818.503824.003830.003835.503841.503847.003652.503858.503864.003E69.50
60.5060.5960.6860.7760.8560.9461.0361.1261.2061.2961.3861.4761.5561.6461.7361.E261.916't.9962.0862.1862.2662.3562.4462.5362.6362.7262.8162.9062.9963.0863.1863.2E63.3663.4663.5563.6463.7363.8363-9364.0364.12u.2164.3'lu.4064.49
12.OO
10.9112.00'10.9'1
't2.oo10.9112.OO
10.9112.0010.9112-OO
10.9112.0010.9112.0010-91
10.9112.00'10.91
10.9112.0O10.91'10.91
10.9110.9110.9110.9110.9'l10.9110.9110.9110.0012_O0
10.0010-91
10.9110.9110.0010.9110.00't0.91
10.91't0.0010.9110.91
0.650.590.650.590.650.590.650.590.650.590.650.590.650.590.650.590.590.650.590.590.650.590.590.590.590.590.590.590.590.590.590.540.650.540.590.590.590.540.590.540.590.590.540.590.59
0.0860.0780.0860.0780.0860.0780.0860.0780.0860.0780.0860.0780.0860.0780.0E60.0780.0780.0860.0780.0780.0E60.0780.0780.0780.0780.0780.0780.0780.0760.07E0.0780.0720.086o.o720.0780.0780.078o.o720.078o.0720.07E0.0780.o720.0780.078
0.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
o.377o.u2o-377o.u2o.377o.3420.3770.u2o.377o.u2o.3770.u2o.377o.342o.3770.342o.u2o.377o.342o.u2o.377o.u2o.u2o.u2o.342o.342o.342o.u2o.u2o.u20.3420.314o.3770.314o.u20.u2o.u20.314o.u20.3140.u20-3r'.20.314o.u2o.u2
9.5668.6989.5688.69E9.56E6.6989.5688.6989.56EE.6989.5688.6989.5688.6989.5688.6988.6989.5688.6988.69E9.5688.6988.6988.6988.6988.6988.6988.698E.69E8.6988.6967.9739.5687.9738.6988.6988.6987.9738.6987.9738.698E.6987.973E.698E,69E
TEST 6
127
llonh day Year Hour Minute Second lnbrual Tohl, sec Total, min tips/min gattmin ftt lmin mt /min in/hr mm/hr10
10't010
10
10
10
10
10
10
10
10
10
10
10
101010
10
10
10
10
10
10
10101010
1010
10't010'10
101010101010
10
10
101010
202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
151515151516't616't6161616t6161616171717't717171717171717
1818161818181818181E
18191919191919't9
1515151515151515151515151515't5151515151515151515151515151515151515151515151515151515151515
444444444444444444444444444444444444444444444
35.541
46.552
57.s2.58.513.519
24.530.536
41.546.552
57.53I
13.519
24.529.535
40.54651
56.52
7.512.518
23.529u
39.544.550550.56
1 1.516.52227
32.5
6.005.505.505.505.505.006.005.005.505.506.005.505.505.005.505.505.505.005.505.505.505.005.505.505.505.005.505.505.505.005.505.505.505.005.505.005.505.005.505.505.505.005.505.005.50
64.59&4.6864.7864.4764.9665.0465.'t465.2365.3265.4165.5165.6065.6965.7865.8765.9666.0566.1366.2366.3246.4166.4966.5866.686.7766-8566.9467.0367.1367.2167.3067.3967.4867.5767.6667-7467.8367.9268.016E.1068.196E.2E68.3768.4568.54
10.00'10.91
10.9110.9110.9112-OO
10.0012.0010.9110.9110.0010.9'l10.9112.0010.9110.9110.9112.OO
10.9'l10.9110.9112.OO
10.9110.9110.9112.0010.9110.9110.9112.OO
10.9110.91't0.9'l12.OO
10.9112.0010.91'l2.oo10.9110.9110.9112.0010.9112.0010.91
0.540.590.590.590.590.650.540.650.590.590.540.590.590.650.590.590.590.650.590.590.590.650.590.590.590.650.590.590.590.650.590.590.590.6s0.590.6s0.590.650.590.590.590.650.590.650.59
o-o720.0780.07E0.0780.0780.086o.o720.0860.0780.078o.o720.0780.078o-0860.0760.0780.0780.0860.0780.0780.0780.0860.07E0.0780.0780-0860.0780.0780.0780.0860.07Eo-0780.0780.0860.0780.0860.0780.0860.0780.0780.0780.0E60.0780.0860.078
0.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020-002o.@2o-0020.0020.0020-0020.002o.o020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.002
0.314o.u2o,u2o.342o.u2o.3770.3140.377o.u2o-3420.314o.u2o.342o.377o.u2o.u2o.u2o.377o.u2o.u2o.342o.377o.342o.u2o.342o.377o.u2o.u2o.342o.377o.u2o.342o.342o.377o.u20.377o.u20.377o.u2o.u2o.342o.377o.342o.377o.342
3875.503E81.003886.503892.003E97.503902.503908.5039't 3.503919.003924.503930.503S36.003941.503946.503952.003957.503963.003968.003973.503979.003984.s03989.503995.004000.504006.00401 1.004016.504022.OO
4027-504032.504038.004043.504049.004054.004059.5040&4.504070.004075.004080.504086.004091.504096.504102.004107.004112.sO
7.9736.6988.6988.69E8-6989.5687.9739.5688.6988.6967.9738.698E.6989.5688.6988.6988.6989.568E.69EE.6988.6989.5688.6988.6988.6989.5668.6988.6986.6969.5688.6988.698E.69E9.5688.6989.56E6.6989.56EE.6988.6986.6989.5688.6989.568E.696
TEST 6
128
Honilt How ninute Second &ntervlzl s€c4117.5O4122.504126.004133.00413E.O04143.504'148.504153.504158.504164.004169.0O4174.OO
4179.004184.0041E9.004194.50
68.6368.7'l68.8068.886E.9769.0669.1469.2369.3169.4069.4869.5769.6569.7369.E269.91
1ZO0'l2.oo10.91l2OO12.OO
10.9112.0012.0012.OO
10.9112.O012.0012.0012.OO
l2OO10.91
0.0860.0860.0780.0860.0860.0780.0E60.0860.0860.0780.0860.0860.0860.0860.0860.078
0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.(p20.0020.0020.0020.002
o.377o.377o.u2o.377o.377o.u2o.3770.377o.377o.u20.377o.377o.3770.377o.377o.42
9.5689.5688-6989.5689.5888.6989.5689.5689.56E8.6989.5689.56E9.56E9.56E9.568E.69E
mm ftt hnin mt lmin infirr mnvtr101010't0
1010t0101010101010101010
.512.54a53583.58.513.518.524294394449
54.5
191919191920202020m202020202020
20n202020202020202A20m20202020
4444444444444444
15151515151515t51515151515151515
5.@[email protected].(X)5.505.005.005.OO
5.505.005.O05.O05.005.O05.50
0.650.650.590.6s0.650.590.650.650.650.590.650.650.650.650.650.59
TEST 6
r29
AppliedRain and Runon Quanliti*Elwtve
Associaied Associa{ed Tel lrfrdtbtaf€'wto's t,,'p€ruiorc Telirfre ltfrN Plotot{yLet6r(rn) Lstfit@ (r€ktitt ft3limin, (nnutto
Raifiafl Vqification
Eqps€d
''€stu"d fm
0.15o,%02502l50,25
Aw.
SpacrdArg-
W<ifdL|g.
(in/hl aThr?€(nA
Rain Rsnort@rzh, (sdlratut
Rnipt Rutro,a(mtntud (ft"M
0.1710.174
# snd.o
@.(n69.@
492E 03/t 92E{r3
0.0
34"834,8
0.0
0.23So.239
26526.5o0
1.3130.0
10.59{(L59
0I)
6.7H3c78E{t3
0.0
96.8496.84
0.023456
1.@
11.9 26.5
TEST6
130
SOIL MOISTURE PROBE READ''VGS
Time(actual)
Timomin
Probe I Probe 2 Probe 3Probe
Locations:from top
(cm)
14:0014:'15'14:20
14:2514:3014:3514:.40
14:4515:0015:1515:30
04.009.00
14.0019.0024.0029.0034.0049.0064.0079,00
13.50/o
27,80/o
30.0%3Q.10/o
30.20/o
30.2o/o
30.20/o
30.2o/o
30.40/o
30.7o/o
26,40/o
17.0o/o
18.3%'18.8o/o
27s%29.1o/o
29.00/o
29.0o/o
29.10/o
29.10/o
29.30/o
28.1o/o
18,5o/o
20,80/o
21.40/o
21.4o/o
21.60/o
26.90427.80A28.1o/o
28.60/o
29.60/o
26.7o/o
Probe 1:
Probe 2:Probe 3:
Average lnitial Molsture;Average Max Molsture:dtheta:
100200300
16.3olo
29.9o/.
't3.5%
TEST 6
131
PLOT HYDRAULTC CONDUCTTVTTY ESTTMATTON (RAIN-ONLy)
Rainfall VerificationSpacial
Elapsed Avg.Measured Time Avg. (in/hr) &
# ( mm/hr) Std. Dev,
78.7
WeightedAvg.
(in/hr) &(mm/hr)
tl a 85.7
KeTime Ke (in/hr) (mrthr) Ke (cm/sec)
1.65 12.0 1166E0323456
0.650.900.900.600.80
2.603.603.602.403.20
20.o20.o
78.70
Applied Rain (mm/h):PIot Area (m2 ):
Steady State Runofr (mm/hr):
85.74.2043.7
Month day Year Hour Minute S*ond lnterual Total, sec Total, min tips/min gal/min ft3 /min m3 lmin inthr mmlhr10 20 4 15 45 0 0 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.0001010
101010
10101010'10
101010
1010
1010
10101010101010
48484849494949494949495050505050505050505051
5'l51
202020202020202020202020202020202020202020202020
415415415415415415415415415415415415415415415415415415415415415415415415
214455
4.51220
26.533.540.547.5u
1
7.51420
26.532.538.543.549.554.50.55.511
201.0023.0011 .009.507.508.006.507.007.007.006.507.006.50 .
6.506.006.506.006.005.006.005.006.005.005.50
3.353.733.924.084.204.334.444.564.684.794.905.025.135.235.335.445.545.045.735.835.916.016.096.18
0.302-615.456.328.007.509.238.578.578.579.238.579.239.2310.009.2310.0010.0012.OO
10.0012.0010.0012.0010-91
0.02o.140.290.340.430.400.500.460.460.460.500.460.500.500.540.500.540.90.650.540.650.il0.650.59
0.0020.0190.0390.(X50.0580.0540.0660.0620.0620.0620.0660.0620.0660.066o.o720.0660.0720.o720.0860.0720.0860.0720.0860-078
0.0000.0010.0010.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
0.0340.2990.625o-7230.9160.8591.0570.9820.9820.9821.O570.9821.0571.0571.1451.0571.1451.1451-3741.1451-3741-1451.3741.249
0.8687.58915.86818.37423.27321.81926.85424.93624.93624.93626.85424.93626.8*26.8U29.09126.85429.09129.09134.91029.09134.91029.09134.9't03'1.736
201-OO224.OO235.00244.50252.00260.00266.50273.50280.50287.50294.00301.00307.50314.00320.00326.50332.50338.50343.50349.5039.50360.50365.50371.00
TEST 6
E
r32
Month day Year Hour Minute Second l4terual Total, sec Total, min tips/min gal/min ft3 /min m'/min in/hr mm/hr101010101010
10
1010
101010101010't010101010
10101010101010't010't010101010101010101010101010
51
51
51
5'1
51
51
5'l51
51
51
525252525252525252525252535353535353535353535353535454il,45454gil
20202020202020202020202020202020202020202020202020202020202020202020202020202020202020
4154154154154154154154154154154154154154154154154't54154154154154154154154154154154154'15415415415415415415415415415415415415415415
16212631
3640.545.5
5055
59.549
1419
23.528.533.538.5
4348
52.557.5
27
11.516.5
2126
30.535
39.544
48.553571.55.51014
18.522.526.530.5
s.005.005.005.005.004.505.004.505.004.504.505.O05.005.004.505.005.005.004.505.004.505.004.505.004.505.004.505.004.504.504.504.504.504.504.004.504.004.504.004.504.004.004.00
376.00381.00386.00391.00396.00400.50405.50410.00415.00419.50424.O0429.00434.00439.00443-50448.50453.50458.50463.00468.00472.50477.50482.00487.00491.50496.50501.00506.00510.50515.00519.50524.00528.50533.00537.00541.50545.50550.00554.00558.50562-50566.50570.50
TEST 6
6.276.356.436.526.606.686.766.836.926.997.O77.157.237.327-397.487.567.U7.727.807.887.968.038.128.198.288.358.438.5'l8.588.668.738.81
8.888.959.039.099.179.239.319.389.449.51
12.0012.0012.OO't2.0012.0013.33't2.0013.3312.OO
13.3313.3312.0012.0012.OO't3.33
12.0012.0012.0013.3312.0013.3312.0013.3312.0013.3312.OO
13.3312.OO
13.3313.3313.3313.3313.3313.331 5.0013.3315.0013.331s.0013.3315.0015.0015.00
0.650.650.650.650.650.720.6s0.720.650.720.720.650.650.650.720.650.650.65o.720.650.720.650.720.650.720.65o.720.650.72o.72o.720.720.720.720.810.720.81
0.720.810.720.810.810.81
0.0860.0860.0860.0860.0860.0960.0860.0960.0860.0960.0960.0860.0860.0860.0960.0860.0860.0860.0960.0860.0960.0860.0960.0860.0960.0860.0960.0860.0960.0960.0960.0960.0960.0960.1080.0960.r080.0960.1080.0960.1080.1080.108
0.0020.0020.0020.0020.0020.0030.0020.0030.0020.0030.0030.0020.0020.0020.0030.0020.002o.o020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1.3741.3741.3741.3741.3741.5271.3741.5271.3741.5271.5271.3741.3741.3741.5271.3741.3741.3741.5271.3741.5271.3741.5271.3741.5271.3741.5271.3741.527't.s271.5271.5271.5271.5271.7181.5271.7181.5271.7181.5271.7181.7181-718
34.91034.91034.91034.91034.91038.78934.91038.78934.91038.78938.78934.91034.91034.91038.78934.91034.91034.91038.78934.91038.78934.91038.78934.91038.78934.91038-78934.91038.78938.78938.78938.78938.78938.78943.63738.78943.63738.78943.63738.78943.63743.63743.637
133
Month day Year Hour Minute Second lnterual Total,sec Total,min tips/min gatlmin fttlmin mtlmin in/hr mm/hr1010
1010
10101010101010't0
1010101010't01010101010101010
10101010
10101010101010101010101010
,4il,45454u54555555555555555555555555555555565656565656565656565656565656565757575757
20202020202020202020202020202020202020202020202020202020202020202020202020202020202020
4154154154154154154154154154154154154154154154154154154't5415415415415415415415415415415415415415415415415415415415415415415415415
353943
46.550.554.5
5826
9.513.5
17212529
32.5374145495357
1
59
12.517
20.524.528.532.536.540.5
444852
55.559
36.5
10.514
17.5
4.504.004.003.504.004.003.504.004.003.504.003.504.004.004.003.504.504.004.004.004.004.004.004.004.003.504.503.504.004.004.004.004.003.504.004.003.503.504.003.504.003.503.50
575.00579.00583.00586.50590.50594.50598.00602.00606.00609.50613.50617.00621.00625.00629.00632.s0637.00a+1.00045.00049.00653.00657.00661.00665.00669.00672.50677.00680.50684.s0688.50692.50696.50700.507or'.-00708.00712.0071s.50719.00723.00726.50730.50734.00737.50
9.589.659.729.789.849.919.9710.0310.1010.1610.2310.2810.3510.4210.4810_54
10.6210.6810.7510.8210.8810.9511.021 1.081 1.1511.21'l'1.28'|.1.u11.4111.4811.5411.6111.68't1-7311.8011.8711.9311.9812.0512.1112.1812.2312.29
13.33't5.0015.0017.1415.0015.0017.1415.0015.0017.1415.0017.1415.0015.0015.0017.1413_3315.0015.0015.0015.0015.0015.00't5.0015.0017.1413.3317.1415.0015.0015.0015.0015.0017.1415.0015.0017.1417.1415.0017.1415.0017.1417.14
0.720.810.810.920.810.810.920.810.810.920.810.920.810.810.810.920.720.810.810.810.810.810.810.81
0.81o.920.720.920.810.810.810.810.810.920.810.810.920.920.810-920.810.92o.92
0.0960.1080.1080.1230.1080.1080.1230.1080.1080.1230.108o.1230.1080.'t080.108o.1230.0960.1080.1080.1080.1080.1080.1080.1080.108o.1230.0960.1230.1080.1080.1080.1080.1080.1230.1080.1080.123o.1230.1080.'t230.108o.123o123
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030,0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1.5271.7181.7't81.9631.7181.7181.9631.7181.7181.9631.7181.9631.7181.7181-7181.9631.5271.7181.7181.7't81.7181.7181.7181.7181.7181.9631.5271.9631.7181.7181.718't.7181.7181.9631.7181.7181.9631.9631.7181.9631.7181.9631.963
38.78943.63743.63749.87143.63743.63749.87143.63743.63749.87143.63749.87143.63743.63743.63749.87138.78943.63743.63743.63743.63743.63743.63743.63743.63749.87138.78949.87143.63743.63743.63743.63743.63749.87143.63743.63749.87149.87143.63749.87143.63749.87149.871
TEST 6
t34
Month day Year Hour Minute Second /,'/teryal Total, sec Total, min tipdmin gallmin ftt lmin mt lmin in/hr mny'hr1010
10101010
1010101010
10
10101010101010101010101010
101010
101010101010101010101010101010
20202020202020202020202020202020202020202020202020202020202020202020202020202020202020
2125
28.532.536.540.5
44485256
59.54
7.512
15.520
23.528
31.536
39.544
47-5525604
8.512
16.520.524.528.5
3337
41.5465054
58.52.5
710.5
3.504.(x)3.504.004.004.003.504.004.004.003.504.503.504.503.504.503.504.503.504.503.504.503.504.504.004.004.004.503.504.504.004.004.004.504.004.504.504.004.004.504.004.503.50
12.3512.4212.4812.t412.6112.6812.7312.8012.8712.9312.9913.0713.1313.2013.2613.3313.3913.4713.5313.60'13.66
13.7313.7913_87't3.9314.0014.O714.14'14.20
14.2814.U14.4114.4814.5514.6214.6914.7714.8314.9014.9815.(X15.1215.18
17.1415.q)17.1415.0015.0015.0017.1415.0015.0015.0017.1413.3317.1413.3317-1413.3317.1413.3317.1413.3317.1413.3317.1413.3315.0015.0015.0013.3317.1413.3315.0015.(X)15.00't3.3315.0013.3313.3315.0015.0013.3315.0013.3317.14
0.1230.108o.1230.1080.1080.1080.1230.1080.1080.r08o.1230.096o.1230.0960j230.096o_1230.096o-1230.096o1230.0960.1230.0960.1080.1080.1080.096oj230.0960.1080.1080.'t080.0960.1080.0960.0960.1080.1080.0960.1080.0960.123
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1.9631.7181.9631.7181.718't-7't81.9631.7181.718't.7181.9631.5271.9631.5271.9631.5271.9631.5271.9631.5271.9631.5271.963't.5271.7181.7181.7't81.5271.9631.5271.7181.7181.7181.5271.7181.5271.5271.7181.7181.5271.7181.5271.963
4154154154154154154154154154154154154154154154154154154154154154154154154154154154154154154't5415415415415415415415415415416416416
0.920.810.920.810.810.810.920.810.810.810.920.720.920.720.920.72o.920.72o.92o.720.920.720.92o.720.810.810.81o.720.920.720.810.810.810.720.810.72o.720.810.81
0.720.810.72o.92
57575757575757575757575858585858585858585858585858595959595959595959595959595959
000
741.00745.00748.50752.50756.50760.50764.00768.00772.00776-00779.50784.00787.50792.00795.50800.00803.50808.0081 1.508't6.00819.50824.00827.50832.00836.00840.00844.00848.50852.00856.50860.50804.50868.50873.00877.00881.50886.00890.00894.00898.50902.50907.00910.50
49.87143.63749.87143.63743.63743.63749.87143.63743.63743.63749.87138.78949.87138.78949.87138.78949.87138.78949.87138.78949.87138.78949.87138.78943.63743.63743.63738.78949.87138.78943.63743.63743.63738.78943.63738.78938.78943.63743.63738.78943.63738.78949.871
TEST 6
135
Month day Year Hour Hinute Second lnteval Total, s* Total, min tips/min gallmin ft3 hnin mt lmin in/hr mlfy'hr1010101010101010
1010
1010
1010101010101010101010101010101010't010101010
10't010101010101010
27.532364044
2020202A202020202020202020202020202020202020202020202020202020202020202020202020202020
4164164164164164 '16
4164164164164164't64164164164164164164164164164164't6416416416416416416416416416416416416416416416416416416416416
000000
000
001
1
1
1
1
1
1
1
1
1
1
1
1
1
222222222222223333
1518.5
232731
3539.543.5
4852
56.50.5
5o
13.517.5
2226
30.534.5
3943.5
4852
56.51
5.510
14.519
23.5
48.552
56.50
4.58
12.5
4.503.s04.504.004.004.004.504.004.504.004.504.004.504.004.504.004.504.004.504.004.504.504.504.004.504.504.504.504.504.504.504.004.504.004.004.004.503.504.503.504.503.504.50
15.2515.3't15.3815.4515.5215.5815.6615.7315.8015.8715.94't6.01
16.08't6.1516.23't6.2916.3716.4316.51
16.5816.65't6.7316.8016.8716.9417.0217.0917.1717.2417.3217.3917.4617.5317.6017.6717.7317.81
17.8717.9418.0018.0818.1318.21
13.3317.1413.3315.0015.0015.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3315.0013.3313.3313.3315.0013.3313.3313.3313,3313.3313.3313.3315.00't3.3315.0015.0015.0013.3317.1413.3317.1413.3317.1413.33
0.720.920.720.810.810.81o.720.810.720.81o.720.81o.720.81o.720.81o.720.81o.720.81o.720.720.720.810.720.72o.720.720.720.720.720.810.720.810.810.81o.720.92o.72o.920.720.920.72
0.0960.1230.0960.1080.1080.1080.0960.1 080.0960.1 080.0960.1080.0960.1080.0960.1080.0960.1080.0960.1080.0960.0960.0960.1080.0960.0960.0960.0960.0960.0960.0960.1080.0960.1080.1080.1080.096o.1230.0960.1230.0960.1230.096
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030-0030.003
1.5271.9631.5271.7181.7181.7181.5271.7181.5271.7181.5271.718't.5271.7181.5271.7181.s271.718'1.527
1.7181.5271.5271.5271.7181.5271.5271.5271.5271.5271.5271.5271.7181.5271.7181.7181.7181.5271.9631.5271.9631.5271.9631.527
38.78949.87138.78943.63743.63743.63738-78943.63738.78943.63738.78943.63738.78943.63738.78943.63738.78943.63738.78943.63738.78938.78938.78943.63738.78938.78938.78938.78938.78938.78938.78943.63738.78943.63743.63743.63738.78949.87138.78949.87138.78949.87',|38.789
915.00918.50923.00927.OO
931.00935.00939.50943.50948.00952.00956.50960.50965.00969.00973.50977.50982.00986.00990.s0994.50999.001003.501008.001012.00't016.501021.001025.501030.001034.501039.001([email protected]&t.001068.501072.001076.501080.001084.501088.001092.50
TEST 6
t36
Monfri day Year Hour Minute Seconq /lnrtetval ToEI, sec Total, min tips/min gallmin ft3 lmin mt lmin in/hr mnr/hr't01010101010
10
10101010
101010't0101010101010101010t0101010t01010't01010
1010101010101010't0
20202020202020202020202020202020202020202020202020202020202020202020202020202020202020
4164164164164164164164164164164164164164164164164164164164164164164164164164't6416416416416416416416416416416416416416416416416416
33333333333444444444444444455555
55
555555666
16.520.524.5
2932.5
3741
454g5357I
4.58.5
12.516
19.523.527.531.5
3539
42.546.5
50il
57.51.55.59.5131721
25.529.5
34394449
54.50.5
714
4.004.004.004.503.504.504.004.004.004.004.004.003.504.004.003.503.504.004.004.003.504.003.504.003.504.003.504.004.004.003.504.004.004.504.004.505.005.005.005.506.006.507.00
18.2818.3418.41
18.4818.5418.6218.6818.7518.8218.8818.9519.0219.0819.1419.2119.2719.3319.3919.4619.5319.5819.6519.7119.7819.8319.9019.9620.0320.0920.1620.2220.2820.3520.4320.4920-5720.6s20.7320.8220.9121-O1
21.1221-23
15.0015.0015.0013.3317.1413.3315.0015.0015.0015.0015.0015.0017.1415.0015.0017.1417.1415.0015.0015.0017.1415.0017.1415.0017.1415.(x)17.1415.0015.0015.0017.1415.0015.0013.3315.0013.3312.0012.0012.0010.9110.009.238.57
0.810.810.810.720.920.720.81
0.810.810.810.810.810.920.810.81o.920.920.810.810.810.920.810.920.810.920.810.920.81
0.810.81
0.920.810.81
0.720.81o.720.650.650.650.590.s40.500.46
0.1080.'t080.1080.0960.1230.0960.1080.1080.'t080.1080.1080.1080.1230.1080.108o.123o.1230.1080.1080.108o.1230.108o.1230.1080.1230.1080.1230.1080.1080.108o.1230.1080.1080.0960.'t080.0960.0860.0860.0860.0780.0720.0660.062
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0020.0020.0020.0020.0020.0020.002
1.7181.7181.7181-5271.9631.5271.7181.7181.7141.7181.7181.7't81.9631.7181.7181.9631.9631.7181.7181.7181.9631.7181.9631.7181.9631.7181.9631.7181.7181.7181.9631.7181.7181.5271.7181.5271.3741.3741.37412491.1451.0570.982
43.63743.63743.63738.78949.87138.78943.63743.63743.63743.63743.63743.63749.87143.63743.63749.87149.87143.63743.63743.63749.87143.63749.87143.63749.87143.63749.87143.63743.63743.63749.87143.63743.63738.78943.63738.78934.91034.91034.91031.73629.09126.85424.936
1096.501 100.501 104.501 109.0011't2.501 117.001121.OO
1 125.001 129.001 133.001137.001't41.001144.501 148.501152.50'1156-00
1159.501163.501167.501171.501175.001179.001 182.501186.50't 190.001194.001't97.501201.501205.501209.501213.001217.001221.001225.501229.501234.001239.00124.O01249.001254.501260.501267.001274-ofJ
TEST 6
t37
Month day Year How H'nute Sec,oq{ taterval Totd, sec Total, min ttpsinin gal/min ftt lmin mt lmin irilhr mny'hr1010101010101010101010
66667778I
1239
2020202020202020202020
416416416416416416416416416416416
2..53243
56.51333
59.535.5
399
16.5
8.509.5011.0013.5016.5020.0026.5036.0063.5015t).001627.50
1282.501292.001303.001316.501333.00'1353.00
1379.501415.501479.001629.003256.50
21.821.5321_72
21.94.22.222,.5522.9923.5924.6527.15*-28
7.066.325.454.443.&{3.002261.670.940.400.()4
0.380.u0.290.240.200.160.12o.090.050.020.00
0.0510.0450.0390.0320.026o.o220.0160.o120.0070.0030.000
0.0010.0010.0010.0010.0010.0010-0000.0000.0000.0000.000
0.808o.7230.6250.5090.4160.3440.2590.1910.1080.(N60.fix
20.53518.37415.66812.93010.5798.7276.5874.U92.7491.1Uo.107
TEST 6
138
Ko:
LID 6Kephi:Ks.'
0.51.17E-03
dtheta 1%10000 LID
slope (x:1): 4 dx(horz):400
388
minsec
60120180240300360420480540600660720780840900960
1 0201 08011401200126013201 38014401 5001 560't6201 68017401 800
0.000.171.083.568.5317.0030.0241.5342.1742.6142,9543.2343.4643.6543.8243.9644.0944.2044.3044.3917.47
6.421.89
0.310.000.000.000.000.000.00
1
234567I91011
12
131415161718192021
222324252627282930
0.000000090.000004790.000030090.000098810.000236940.000472280.000833840.001 1 53660.001 171390.001 183550.001 1 93060.001200740.0012071 1
0.001212490.001217110.001221110.001224620.001227720.001230490.001232970.000485320.0001 78260.000052590.000008620.000000090.000000010.000000010.000000010.000000010.00000001
TEST 6
END OF PLOT
cm/sec mr/hrMax Runoff
(mm/hr)
Yo
ActualRunoff Differenc(mm/hr) e
139
85
80
75
70
65
60
55
^50L
EasEi'+oGe3s
30
25
20
15
10
FIGURE A.7
Plot Gonductivity Test - 6(from Test 7)
15
Time (min)
TEST 6
5
0
252050 10 30
III I
I-a
aa
tII
I
IlIII
I
IIt
aa,
ta
a
I,t
a
,a
t
'Simulated Rain(mm/hr)
ModelPrediction(mm/hr)
-MeasuredRunoff (mm/hr)
140
LIDphi.Ks.'
sec
64
1.75E-03dthetaKo:
'l5o/o slope (x:1)10000
4400
mln
60't2018024030036042048054060066072078084090096010201 08011401200126013201 380't440
1 5001 5601 6201 68017401 800186019201 980204021 0021 6022202280234024002460252025802640270027602820288029403000
0.000.000.000.020.260.270.400.660.931.251.652.122.683.324.064.915.876.948.149.4710.9412.5514.3216.2418.3020.4022.31
23.8224.8825.5725.9926.2526.4126.5026.5626,5926,6126.6326.6426.6426.6426.6526.6526.6526.6526.6526.6526.6526.6526.65
00
00
000
00
000
000
00
000
00
00
00
0
0.0001430.0001690.000'1840.0001940.0002010.0002060.00021
0.0002130.0002150.0002180.000220.0002220.0002230.0002250.0002260.0002280.0002290.00023
0.0002310.0002320.0002330.0002340.000235
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.005.156.086.636.997.237.41
7.547.667.757.847.917.988.048.108.158.208.248.288.328.368.398.438.46
1
2345
67
I91011
12
131415
161718192021
22232425262728293031
32333435363738394041
424344454647484950
000
0.000000560.0000073
0.000007460.00001 123
0.00001 8330.000025780.000034840.000045830.000058940,000074350.000092270.0001 1 2890.0001 36390.0001 62970.0001 9281
0,0002261 1
0.000263060,000303840.000348650.000397680.000451 060.000508370.000566730.00061 981
0.00066'1740.000691 1 5
0.000710220.000722030.0007292
0.000733520.0007361 20.0007377
0.000738670,000739260.000739640.000739870.000740030.0007401 30.0007401 90.000740240.000740270.000740290.000740310.000740320.000740330.000740330.00074034
TEST 6
CTI
EPS
cm/sec mm/hr
END OF LID
cm/sec mm/hr
MaxRunoff(mm/hr)
Actual Runoff %(mm/hr) Difference
r4l
l_":''"',',n,
EPS
mm/hrcm/sec
InaxRunoff(mm/hr)
Actual Runoff %(mm/hr) Differencesec min
3060312031803240330033603/.20348035403600366037203780384039003960402040804140
26.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.6526.65
0.0002360.0002360.0002370,0002380.0002390,0002390.000240.00024
0.0002410.0002410.0002420.0002420.0002430.000243o.ooo2440.0002440.0002450.0002450,000245
51
5253u55565758596061
6263646566676869
0.000740350.000740350.000740350.000740360.000740360.000740360.000740370.000740370.000740370.000740370.000740380.000740380.000740380.000740380.000740390.000740390.000740390.000740390.0007404
8.498.518.548.568.598.618.638.658.678.698.718.738.748.768.778.798.808.828.83
TEST 6
t42
35%
30%
25%
20%
15%
10%
5o/o
o%
FIGURE A-8
Rain/Runoff Hydrograph - 6
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95
Elapsed Time (min)
TEST 6
30
25
7gto33
15
oL
.9,oEou)
20
10
0
5
<-SdlProbe 1
'+SoilProbe2
+SoilProbe 3
Simulated Rain (mm/hr)
Model Prediction (mm/hr)
-Measured
Plot Runoff(mm/hr)
143
MOBTLE TEST #6 (TEST 7)tun0/20uDeer Park Southus 395 MP 171.4
Plot Parameters Start Time:Slope: 4:1 End Time:
Length (cm): 400 TestDuration:Width (cm): 1OS Model PlotArea (m2):
Plot Area 1m2;: 4.20Vegibtion: heavy ryegrass (90%)
lnitial Theh: 22,3o/o
Final Theta: 28,5o/o
dtheta: 6.2%
'15:45:00
16:05:000:2O:00
4.20
Estimated Ke (from plot):mmlhr cm/s
17.41 4.83E-04
Normalized RatesMax Runoff Rate (mm/hr):
Rain-on Rate (mm/hr):Runoff Percentage:
42.772.4
59.0%
(Umin):(Umin):
0.0000.0000.0010.0010.0010.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020.0030.0020.0030.002
Volumetric Rates2.995.07
59.0%
Month day Year Hour Minute Second Interval Total, sec Tob!, min tips/min gal/min ftj /min mt lmin irVhr mm/hr10 20 415 045
21
4455
4.51220
26.533.540.547.5
541
7.514
2026.532.538.543.549.554.5
0.55.511
'16
21
2631
3640.54s.5
5055
0201.0023.0011.009.507.508.006.507.007.007.006.507.006.506.506.006.506.006.005.006.005.006.005.005.505.005.005.005.005.004.505.004.505.00
0.00201.00224.O0235.00244.s0252-O0260.00266.50273.50280.50287.50294.OO
301.00307-50314.00320.00326.50332.50338.50343.50349.50354.50360.50365.50371.00376.00381.00386.00391.00396.00400.50405.50410.00415.00
0.003.353.733.924.084.204.334.444.564.684.794.905.O2
5.135.23tae
5.445.545.645.735.835.916.016.096.186.276.3s6.436.526.606.686.766.836.92
0.000.302.615.45o-528.007.509.238.578.578.579.238.579.239.2310.009.2310.0010.0012.0010.0012.OO
10.0012.0010.9112.0012-OO
12.0012.OO
12.0013.3312.OO
13.3312.OO
0.00o.o20.140.290.340.430.400.500.460.460.460.500.460.500.500.540.500.540.il0.650.540.650.540.650.590.650.650.650.650.65o.720.65o.720.65
0.0000.0020.0190.0390.0450.0580.0540.0660.0620.0620.0620.0660.0620.0660.066o.o720.065o-o72o.o720.086o.o720.086o.o720.0860.0780.0860.0860.0860.0860.0860.0960.0860.0960.086
0.000 0.0000.034 0.8680.299 7.5890.625 15.8680.723 18.3740.916 23.2730.859 21.8191.057 26.8540.982 24.9360.982 24.9360.982 24.9361.057 26.8540.982 24.9361.057 26.8U1.057 26.8541.145 29.03 1
1-057 26-a541.145 29.0911.145 29.0911.374 34.9101.14s 29.0911.374 34.9101.14s 29.09'l1.374 34.9101-249 31.7361.374 34.9101.374 34.9101.374 34.9101.374 34.9101.374 34.9101.527 38.7891.374 34.9101.527 38.7891.374 34.910
48484849494949494949495050505050505050505051
51
51
51
51
51
51
51
51
51
51
51
10 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20'10 2010 2010 2010 2010 2010 2010 2010 2010 20
41541541541541541541541541541541541541541541541541541541541541541541541541541541541541541s415415415
TEST 7
144
Month day Year Hour Minute Second tntervat ToAL sec ToEt, min tipslmin gallmin ft' lmin m'lmin in/hr mm/hr38.7893E.7E934.9't034.91034.91038.78934.91034.91034.91038.78934.91038.78934.91038.78934.91038.78934.91036.7E934.91038.78938.78938.78938.78938.78938.78943.63738.78943.63738.78943.63738.78943.63743.63743.63738.78943.63743.63749.E7143.63743.63749.87143.63743.63749.87143.637
51
52525252525252525252525253535353535353535353535353il545454545454545454545454545455555555
10 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20t0 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20'10 2010 2010 20
41541541541541541541541541541541541541541541541541541541541541541s4154154154154154154't54154',ts4154154154154154154154154'15415415415415415
6.997.O77.157.237.327.397.487.567.647.727.807.887.96E.03E.'128.198.288.35E.438.518.588.668.738.818.888.959.039.099.179.239.319.389.449.519.589.659.729.789.849.919.9710.0310.1010.1610.23
59.54I
14
1923.528.533.s38.5
434A
52.557.5
27
11.516.5
21
2630.5
3539.5
4448.5
53571.55.51014
18.522.s26.530.5
35?o
4346.550.554.5
5826
9.513.5
4.504.505.005.005.004.505.005.005.004.505.004.505.004.505.004.505.004.505.004.504.504.504.504.504.504.004.504.004.504.004.504.004.004.004.504.004.003.504.004.003.504.004.003.504.00
419.50424.OO
429.00434.00439.00443.502148.50
453.50458.50463.00468.00472.s0477.504E2.OO
487.OO
491.50496.50501.00506.005't0.50515.005'19.50524.OO
528.50533.00537.00541.50545.50550.00554.00558.50562.s0566.50570.50575.00579.00583.00586.50590.50594.50598.00602.00606.00609.50613-50
[email protected]'t3.3312.0O
1 3.3312.OO
13.3312.0013.3312.O0
1 3.33't2.oo1 3.3313.331 3.331 3.331 3.3313.3315.001 3.3315-001 3.33't 5.0013.3315.0015.0015.0013.3315.0015.0017.1415.0015.0017.1415.0015.0017.1415-00
o.72o.720.650.650.65o.720.650.650.65o.720.650.720.650.720.65o.720.65o.720.65o.72o.72o.72o.72o.72o.720.Elo.720.81o.720.81o.720.8'l0.810.81o.720.810.E1
0.920.810.El0.920.El0.810.920.81
0.0960.0960.0860.0860.0860.0960.0860.0860.0860.0960.0E60.0960.0860.0960.0860.0960.0860.0960.0E60.0960.0960.0960.0960.0960.0960.1080.0960.1060.0960.'t080.0960.1080.1080.1080.096o.1080.108o.1230.108o-1080.'t230.1080.106o.1230.108
0.0030.0030.0020.0020.0020.0030.002o.oo20.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0030.0030.003o.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1.527't.5271.3741.3741.3741.5271.3741.3741.3741.527't.3741.5271.3741.527't.3741.5271.3741.5271.374't.5271.527't.5271.5271.5271.5271.7'181.5271.7181.5271.7',18
1.5271.7',tB1.7181.7181.5271-7181.7181.9631.71a1.7181.9631.7181.7181.9631-714
TEST 7
r45
Month day Year Hour llinute Secoad tntervat Tofa,L sec To/r,L min tips/min gallmin ft3 lmin m3 lmin in/hr mm/hr49.87143.63743.63743.63749.87138.78943.63743.63743.63743.63743.63743.63743.63743.63749.87138.78949.87143.63743.63743.63743.63743.63749.87143.63743.63749.87149.A7143.63749.a7143.63749.A7149.87149.67143.63749.E7',!43.63743.63743.63749.87143.63743.63743.63749.8713E.7E949-871
5555555555555555555555565656565656565656565655565656565757575757575757s7575757575757575858
10 2010 2010 2010 20'r0 2010 2010 2010 2010 20'10 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20't0 2010 2010 20't0 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20
4154154154154154154154154154154154154154154154 '.ts
4154154154154154154154154154154154154154154't5415415415415415415415415415415415415415415
0.920.810.810.Elo.92o.720.810.El0.610.810.810.El0.810.E1
o.92o.720.920.810.810.810.810.61o.920.El0.E1
o.920.920.81o.920.810.920.92o.920.El0.920.610.810.E1
o.920.810.E1
0.810.92o.720.92
1.9631.7181.7181.7181.9631.5271.7181.7181.7181.7',tg1.7181.7181.7181.7181.9631.5271.9631.7181.7181.7181.7181.7181.9631.7181.7181.9631.9631.7lE1.9631.7181.9631.9531.9631.7181.9631.7181.7181.7181.9631.7181.71E1-7181.963't.5271-963
17
21
2529
32.53741
45495357
1
5o
12.517
20.524.528.532.536.540.5
444852
55.559
3
6.510.5
't417.5
21
2528.532.536.540.5
44485255
59.54
7.5
3.504.004.004.003.504.504.004.004.004.004.004.004.004.003.504.503.504.004.004.004.004.003.504.004.003.503.504.003.504.003.503.503.504.003.504.004.004.003.504.004.004.003.504.503-50
617.00621.00625.00629.00632.50637.00441.00645.00649.00653.00657.00661.00665.00669.00672.50677.00680.50684.50688.50692.50596.50700.50704.00708.007't2.OO
715.50719.00723.OO
726.50730.50734.00737.sO741.0O745.OO
748.50752.50756.50760.50764.0076E.00772.OO
776.00779.507E4.007A7-50
10.2810.3510.4210.4810.5410.6210.6810.7510.E210.8810.9511.O2
11.081 1.1511.2111.2811.U11.4111.4811.U11.6111.6811.731 1.E011.8711.9311.9812.O5
12.11
12.1812.2312.2912.3512.4212.4812.5412.61't2.68
12.7312.8012.8712-9312.9913.O7
13.13
17.1415.0015.0015.0017.1413.3315.0015.0015.0015.0015.0015.0015.0015.0017.14't3.3317.',t4
15.0015.0015.0015.0015.0017.1415.0015.0017.1417.1415.0017.1415.0017.1417.1417.1415.0017.1415.0015.0015.0017.1415.0015.001 5.0017.1413.3317.14
o.1230.'t080.1080.108o-1230.0960.1080.1080.1080.1080. t080.1080.1080.108o.1230.096o.1230.1080.1080.1 080.1080.108o.'t230.1080.10Eo.1230.1230.108o.'t230.1080.1230.1230.1230.108o.1230.1080.1080.108o.1230.1080.1060.1080.1230.0960.123
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
TEST 7
146
Month day Year Hour Minute Second lnterva! Tohl, sec Toh!, min tips/min gallmin ftr tmin mt lmin in/hr mm/hr10 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20
4154't54154154 '.t5
41541541541541541541541541541541541s41541541541541541s4154154154 't5416416416416416416416416416416416416416416416416416416
13.3317.1413.33't7.1413.3317.141 3.3317.1413.3317.1413.3315.0015.0015.001 3.3317.141 3.3315.0015.0015.0013.3315.0013.331 3.3315.0015.00't 3.3315.001 3.3317.141 3.3317.141 3.3315.0015.0015.0013.3315.001 3.3315.0013.3315.0013.3315.0013.33
o.720.92o.720.92o-72o.920.720.92o.720.92o.720.E1
o.E1
0.81o.72o.92o.720.810.810.81o.720.81o.724.720.810.81o.720.81o.720.92o.720.92o.720.810.E1
0.Elo.720.Elo.720.El0.720.81o.720.81o-72
585858585858585858585858595959595959595959595959595959
000000000000001
1
1
1
12
15.520
23.528
31.536
20E
4447.5
5256o4
8.512
16.520.524.528.5
5537
41.5465054
58.52.5
7
10.515
18.5232731
3539.543.5
4852
56.s0.5
5o
13.5
4.503.504.503.504.503.504.503.504.503.504.504.004.004.004.503.504.504.004.OO
4.004.504.004.504.504.004.004.504.004.503.504.503.504.504.004.004.004.504.004.504.004.504.004.504.004.50
792.OO
795.50800.00803.50808.00611.50816.00819.50824.00827.50832.00836.00840.00844.00848.50852.00856.50860.50864.50868.50873.00877.OO
E81.50EE6.00890.00894.00E98.50902.50907.00910.50915.00918.50923.00927.OO
931.00935.00939.50943.50948.00952.00956.50960.50965.00969.00973.50
13.2013.2613.3313.3913.4713.5313.6013.6613.7313.7913.871 3.9314.0014.0714.1414.2014.2814.U14.4114.4814.5514.6214.6914.7714.8314.9014.9815.0415.1215.1815.2515.311 5.3815.4515.5215.5815.661 5.7315.8015.8715.9416.0116.0816.1516.23
0.096o.1230.096o.1230.096o.1230.096o.1230.096o.1230.0960.1080.1080.1080.096o.1230.0960.1080.1080.1 080.0960.1080.0960.0960.1080.1080.0960.1080.096o.1230.096o.1230.0960.1080.1080.1080.0960.1080.0960.1080.0960.1080.0960.108o-096
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1.5271.9631.5271.9631.5271.9631.5271.9631.5271.9631.5271.71E1.7181.7181-5271.9631.5271.7181.7181.7181.5271.7181.5271.5271-7181.7181.5271.7181-5271.9631-5271.9631.5271.71E1.7181.7181-5271.7181.5271.7181.5271.718't.5271.7181.527
38.78949.87138.76949.87138.78949-87138.78949.E7138.78949.87138.78943.63743.63743.63738.78949.87138.78943.63743.63743.63738.78943.63738.76938.78943.63743.63738.78943.63738.78949.8713E.78949.87138.76943.63743.63743.63738.78943.63738.7E943.63738.78943-63738.78943.63738.789
TEST 7
r47
Month day Year Hour Minute Second lnterval Tof',t, sec ToaL min tipgmin gatlmin ftl lmin m3 lmin itilht mmlhr10 20 4 16 'l 17.5 4.00 977.50 16.29 15.00 o.El 0.108 0.003 1.718 43.63710 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20't0 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20
4164164164't64't6416416416416416
2226
30.534.5
20
43.54852
56.51
5.510
14.519
23.s27.5
32364044
48.552
56.50
4.5I
12.516.520.524.5
2932.s
3741
45495357
1
4.58.5
12.516
19.5
4.504.004.504.004.504.504.504.004.504.504.504.504.504.504.504.004.504.004.004.004.503.504.503.504.503.504.504.004.004.004.503.504.504.004.004.004.004.004.OO
3.504.004.003.503.50
982.00986.00990.50994.50999.001003.501008.001012.001016.501021.001025.501030.001034.501039.001043.501(X7.501052.001056.001060.001064.001068.501072.O01076.501080.001084.501088.001092.501096.501 100.501 104.501 109.001112-501 1 17.001121.OO
1 125.001 129.001 1 33.001 1 37.001141.001144.501 148.501152.501156.001 1 59.50
16.3716.4316.5116.5E16.6516.7316.8016.8716.9417.O2
17.0917.1717.2417.321 7.3917.4617.5317.6017.6717.7317.4'l17.8717.9418.0018.0818.131E.21
18.2A18.34't8.41'18.48
18.5418.6218.6818.7518.8218.8818.95't9.o219.0819.14't9.21
19.2719.33
't3.3315.0013.3315.0013.3313.3313.3315.0013.3313.3313.3313.3313.3313.3313.3315.0013.3315.0015.0015.0013.3317.1413.3317.1413.3317.1413.3315.0015.0015.0013.3317.1413.3315.0015.0015.0015.0015.0015.0017.1415.0015.0017.1417.14
o.720.El0.720.81o.720.72o.720.81o.72o.720.72o.72o.72o.72o.720.81o.720.El0.El0.81o.72o.92o.720.92o.720.92o.720.810.810.Elo.720.92o.720.8'l0.810.810.810.El0.61o.920.El0.81o.920.92
0.0960.1080.0960.1080.0960.0960.0960.1080.0960.0960.0960.0960.0960.0960.0960.1080.0960.1080.1080.1080.096o.1230.096o.1230.096o.1230.0960.1080.1080.'t080.096o.1230.0960.1080.1080.1080.1080.1080.108o.1230.108o-'t08o.123o.'123
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
1-5271.71E1.5271.7181-5271.5271.5271.7181.5271.5271.5271.5271.5271.5271.5271.71E1.5271.7'181.7181.7181.5271.9631.5271.9631.5271.9631.5271.7181.71A1.7181-527't.963
1.5271.71A1.7181.7181.7181.7181.7181.9631.7't81.71A1.9631.963
38.78943.6373E.76943.63738.78938.78938.78943.63738.78938.78938.7693E.78938,78938.78938-78943.63738.78943.63743.63743.63738.78949.87138.78949.87138.78949,87138.78943.63743.63743.63738.78949.E7138.76943-63743.63743.63743.63743.63743.63749.E7143.63743-63749.E7149.871
1616
1616
16't616
1
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2222z2222
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335
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TEST 7
148
Month day Year Hour Minute Secoad Interyal Totar, sec Totat, min tipslmin gatlmin fts lmin m3 lmin in/hr mm/hr10 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20't0 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 2010 20't0 2010 20
4164164164164164164164164164164164164164164164164164164164164164164164164164164 't6416416416416416416416416416416
4444444444555555
55
5
5(5(66666667
7789
1239
23.527.531.5
3539
42.546.s
5054
57.51.55.59.51317
21
25.529.5u20
4449
54.s0.5
7
142.5
3243
56.513
3359.535.s
39I
16.5
4.004.004.003.504.003.504.003.504.003.504.004.004.003.504.004.004.504.004.505.005.005.005.506.006.507.008.509.5011.0013.5016.5020.0026.5036.0063.50150.001627.50
1 163.501 167.501171.501175.001 1 79.00'1182.50
1186.501190.001 194.00'1't 97.501201.501205.501209.501213.001217.OO
1221.O01225.501229.501234.O01239.001244.001249.001254.501260.50't267.OO
1274.001282.501292.OO
1303.001316.501333.001353.001 379.501415.501479.001629.003256.50
19.3919.461 9.5319.5819.6519.7119.7819.E319.901 9.9620.0320.0920.1620.2220.2820.3520.4324.4920.5720.6520.7320.8220.9121.O1
21.1221.2321.3E21.5321.7221.9422.2222.5522.9923.5924.6527.1554.2E
15.0015.0015.0017.1415.0017.1415.0017.1415.0017.1415.0015.0015.0017.1415.0015.0013.3315.0013.3312.0012.0012.OO
10.9110.009.238.577.066.325.454.443.043.002.261.670.940.400.(X
0.8'l0.610.El0.920.El0.920.810.920.810.920.810.810.E1
o.920.810.81o.720.81o.720.650.650.650.590.540.500.460.380.340.29o.240.200.16o.120.090.050.020.00
0.1080.1080.1080.1230.108o.1230.108o.1230.108o.1230.1080.1060.1080.1230.1080.1080.0960.1080.0960.0860.0860.0860.076o.o720.0660.0620.0510.0450.0390.0320.026o.0220.016o.o120.0070.0030.000
0.0030.0030.0030.0030.0030.0030.0030-0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0020.0020.0020.0020.0020.0020.0020.0010.0010.0010.0010.0010.0010.0000.0000.0000.0000.000
1.7181.7181.7181.9631.718't.963
1.7181.9631.7181.9631.71E1.718't.7181.9631.7181.7181.5271.7181.527't.3741.3741.3741.2491.1451.0570.9820.808o.7230.6250.5090.416o.3440.2590.1910.1080.0460.004
43.63743.63743.63749.87143.63749.87143.63749.E7143.63749.87143.63743.63743.63749.87143.63743.63738.78943.63738.78934.91034.91034.91031.73629.09126.85424.93620.53518.37415.86812.9301 0.5798.7276.5874.8492.7491.1640.107
TEST 7
r49
Applld Rain and Runon Quaatities Rainhll Verifiation
Toblirrtuut
$alntun
EMiwt tflow'oPlotOnly(nn@
72.472.4
0.0
qpacra,Avg.
(in/hr) &
WeigtdAw.
(in/ht) &
23.5 72.4
Ehpsedf'asur€d Time AWTime
(nn)Rain Rundt
(mlrrr) (gaunln)RJtnon RU,ffi
(m"taw fttlmh)k tp€ru'nre bnperuiore ToAn fuuilLqrilr(m) Lqth(ft) (,r8hin)
0.0o.00.0
*o.0o.o0.0
020.0020.00
0.00E+00o.qrE+00
0.0
0.0000.000
0.(m0.axt
0.0
5.O7E 035.078{3
0.0
o-'t790.179 2
34
6
72.47240.0
0.650.900.600.80o25
2.603.602.&320'1.00
TESTT
150
SO't MO'STURE PROBE READ''VGS
Time Tirne- -- ---- - " -- Probe { Probe 2 Probe 3(actual) min
15:45 0 19.0olo 24.0o/o 24.0o/o
15:50 5.00 25.8o/o 28.9o/o 28.1Yo15:55 '10.00 27.60/o 28.8o/o 27.8o/o
16:00 15.00 28.5o/o 28.5% 27.8o/o
16:05 20.00 28.5o/o 28.5o/o 28.0o/o
ProbeLocations:
Probe 1:
Probe 2:Probe 3:
fiom top(cm)
100200300
Average I n iti al Mo istu re :Average Max Moisture:dtheta:
22.3%28.5o/o
6.2%
TEST 7
151
PLOT HYDRAULTC CONDUCTtVtTy ESTIMATTON (RAIN-ONLy)
Rainfall Verification
ElapsedMeasured Time
# Depth (tn) (min)
Spacial WeighteclAvg. Avg.
Avg. (in/hr) & (in/hr) &lntensity (mm/hr) Std. Dev. (mm/hr)
KeTime Ke (in/hr) (mm/hr) Ke (crn/sec)
0.68 17.4 4.826E-0423456
0.150.250.250.250.25
0.601.001.001.001.00
o 11.9 26.5 15.015.0
27.90
Applied Rain (mm/hr):Plot Area (m2 ):
Sfeady Slafe Runoff (mm/hr) :
27.91.209.2
Monlh Year Hour Minute Second lnteNal sec mtn lmin m'/min infhr mm/hr
101010101010't0
1010't0't0
1010101010101010101010101010
20202020202020202020202020202020202020202020202020
4154154154 't54154154154154 '.t'415415415415415415415415415415415415415415415415
2021
21
21
21
212'l21
2'l2'l222222222222222323232323242424
059.5
510
15.521.527.533.540.5
4754.5
210
18.527.5
3747
56.5I
18.531
4255.5
72235
059.505.505.005.506.006.006.007.006.507.507.508.008.509.009.5010.009.50
1 1.5010.5012.501 1.0013.501 1.5015.0013.00
0.0059.5065.0070.0075.508't.5087.50s3.50100.50107.00114.50122.00130.00138.50147.50157.00167.00176.50188.00198.50211.00222.00235.50247-00262.00275.00
0.991.081.171.261.361.461.56't.68
1.781.912.O32.172.312.462.622.782.943.133.313.523.703.934.124.374.58
1.0110.9112.0010.9110.0010.0010.008.579.238.008.007.507.066.676.326.006.325.225.714.805.454.445.224.004.62
0.050.590.650.590.540.540.540.460.500.430.430.400.380.360.340.320.340.280.310.260.290.240.280.220.25
0.0070.0780.0860.078o.0720.0720.0720.0620.0660.0580.0580.0540.0510.0480.0450.0430.0450.0380.04'l0.0350.0390.0320.0380.0290.033
0.0000.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010-001
0.1 151.2491.3741.2491.1451.',t451.1450.9821.0570.9160.9160.8590.8080.7u0.7230.6870.7230.5980.6540.5500.6250.5090.5980.4580.529
0.0002.9U
31.73634.91031.73629.09129.09129.09124.93626.85423.27323.27321.81920.53519.39418.37417.45518.37415.17816.62413.96415,86812.930't5.178
11.63713.427
TEST 7
152
Mondt day Year Hour Minute Second Interval Total, sec Total, min tips/min sallmin ftt lmin ma lmin in/hr mm/hr10't0
10
1010101010
10't0
10101010101010
10101010101010101010101010101010101010101010
2425252525262626262727272828282929292930303031
3'l31
323232333333uuu3535363638
202020202020202020202020202020202020202020202020202020202020202020202020202020
4154154154154154154154154154154154154154154154154154154154154154154154154154154154',15415415415415415415415415415415415
50.54
2034.550.5
623
38.556.512.5
31
486.52443
019
36,4
10.529
46.55
2241.5
020.5
401.5
23.548
10.533.5u1742155915
15.5013.5016.0014.5016.0015.5017.0015.5018.0016.0018.5017.0018.5017.5019.0017.0019.0017.0018.0016.5018.5017.5018.s017.0019.5018.5020.5019.5021.5022.0024.5022.5023.0020.5023.0025.0033.0044.0076.00
290.50304.00320.00334.50350.50366.00383.00398.50416.50432.50451.00468.00486.505(X.00523.00540.00559.00576.00594.00610.50629.00646.50665.00682.0070't.50720.OO740.50760.00781.50803.50828.00850.50873.50894.00917.00942.00975.0010't9.001095.00
4.845.075.335.585.846.106.386.6,46.947.217.527.808.118.408.729.009.329.609.9010.1810.4810.7811.0811.3711-6912.0012.U't2.6713.0313.3913.8014.1814.5614.9015.2815-7016.2516.9818.25
3.874.443.754.143.753.873.533.873.333.753.243.533.243.433.163.533.163.533.333.6,4
3.243.433.243.533.083-242.933.082.792.732.452.672.612.932.612.40't.821.360.79
0.210.240.200.220.200.210.190.210.18o.20o.170.190.170.180.170.190.170.190.180.200.'170.180.'170.19o-170.'t70.160.170.150.150.130.140.140.160.140.130.100.070.04
0.0280.0320.0270.0300.0270.0280.0250.0280.024o.o270.0230.0250.o230.0250.0230.0250.0230.0250.0240.0260.0230-0250.0230.025o.0220.0230.0210.0220.0200.0200.0180.0190.0190.0210.0190.0170.0130.0100.006
0.0010.0010.0010.0010.00r0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0000.0010.0010.0010.0010.0000.0000.0000.000
o-4430.5090.4300.4740.4300.4430.4M0.4430.3820.4300.3710.4040.3710.3930.3620.4040.3620.4040.3820.4160.3710.3930.371o.4040.3520.3710.3350.3520.3200.3120.2800.3050.2990.3350.2990.2750.2080.1560.090
11.261't2.930
10.90912.03810.90911.26110.268't1.2619.69710.9099.435't0-268
9.4359.9749.18710.2689.18710.2689.69710.5799.4359.9749.43510.2688.9519.4358.5158.9518.1 197.9U7.1247.7587.5898.5157.5896.9825.2893.9672.297
TEST 7
153
40
35
30
25L
F
920oa5e.
FIGURE A.9
Plot Conductivity Test - 7
10
Time (min)
15
TEST 7
''i 's" '"lsimulated Rain (mm/hr)
-Measured
Runoff (mm/hr)
15
10
5
0
0 5 20
rl
)
::
!
t54
LIDphi:Ks.'
sec
7
41.10E-03
dtheta 1iYo10000
slope (x:1): 4400Ko: (cm):
mtn
60120180240300360420480540600660720780840900960
1 0201 08011401 200126013201 38014401 500'1560
1620168017401 800
N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A
N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A
0.00320.171.083.568.5317.0030.0241.5342.',t742.6142.9543.2343.4643.6543.8243.9644.0944.2044.3044,3917.476.421.890.310.000.000.000.000.000.00
I23456
7II10
1'l1213
14
15161718192021
222324252627282930
0.000000090.000004790.000030090.000098810.000236940.000472280.000833840.001 1 53660.001 171390.001 1 83550.001 1 93060.001200740.001207't10.001212490.0012171',!0.001221110.001224620.001227720.001230490.001232970.000485320.0001 78260.000052590.000008620.000000090.000000010.000000010.000000010.000000010.00000001
TEST 7
l-""" '"
cm/sec mm/hr mm/hr
EPSMax
Runoff(mm/hr)
Actual Runoff o/o
(mm/hr) Difference
155
FIGURE A-{O
Rain/Runoff Hydrograph - 7
35o/o
3V/o
25%
2Qolo
15o/o
1Oolu
5%
ooh
80
70
60
50
v408
30=
o
0o=oo
20
10
0
-10
0 5 10 15 20
Elapsed Time (min)
25
TEST 7
30 35
I'
,ttl
IIII
ItaI
IIIt
ataa
,a
a
a
aa
,a
Ia
+SoilProbe 1
-f-Sdl Probe 2
--tsSdl Probe 3
'Ir"'x'!']J'1"'!' :isimulated Rain(mm/hr)
ModelPrediction(mm/hr)
-Measured
Plot Runoff(mm/hr)
156
10/24/20MDeer Park Southus 395 MP 171.4 RT
Plot Parameters Start Time:Slope: 4:1 End Time:
Length (cm): 400 Test Duration:Width (cm): 105 Model plotArea (mz):
Plot Area 1m21: n.zoVegitation: heavy ryegrass (90%)
lnitial Theta: 16.3%Final Theh: 29.0%
dtheta: 12.7%
Estimated Ke (from plot):mmlhr cmls
21sI 6n9E44
Volumetric RatesNormalized RatesMax Runoff Rate (mm/hr):
Rain-on Rate (mm/hr):Runoff Percenhge:
13:25
14:100:45:O0
14.09
11.229.8
37.5%
(Umin):(Umin):
2.637.01
37.5%
Month Year Hour Minute Second Interval sec mtn 3 in/hr mm/hr10
10
1010
10
10
10
10
10
10
1010
10
1010
101010
10
10'10
'10
'10
'10
10
10
101010'to
10't0101010
24242424242424242424242424242424242424242424242424242424242424242424
4444444444444444444444444444444444
13
13
13
1313't3'13
'13
1313
13131313'13
131313131313
13
13
13
1313
13
13
1313
1313
13
13
535454545455TE
55EE
55555656565656565657575757575757585858585858585858
57.517
55-C
45.5588.519
28.53847
56.55
14.5233241
5058
6.514.5
2330.5
394654
1
o
16
23.530
37.543.550.5
57
1737.5019.5016.5012.OO
12.5010.5010.509.509.509.009.508.509.508.509.009.009.008.008.508.008.507.508.507.008.007.008.007.007.506.507.506.007.006.50
1737.501757.OO
1773.501785.501798.001808.501819.001828.501838.O01847.001 856.501 865.001874.501883.001892.001901.00'1910.00'1918.00
1926.501934.501943.001 950.501959.001966.001974.O01981.001 989.001996.002003.502010.002017.502023.502030.502037.OO
0.0028.9629.2829.5629.7629.9730.1430.3230.4830.5330.7830.9431.0831.2431.3831.5331.683'1.8331.9732.1132.2432.3832.5132.6532.7732-9033.0233.1533.2733.3933.5033.6333.7333.8433_95
0.000.033.083.645.004.80s.715.716.326.326.676.327.066.327.066.676.676.677.507.067.507.068.007.06E.577.508.577.508.578.009.238.0010.008.579.23
0.000.00o.170.20o.27o.260.310.310.340.340.360.340.380.340.380.360.360.360.400.380.400.380.430.380.460.400.460.400.46o-430.500.430.540.460.50
0.000o.0220.0260.0360.0350.041o.o410.0450.0450.0480.0450.0510.0450.0510.0480.0480.0480.0540.0510.0540.0510.0580.0510.0620.0540.0620.0540.0620.0580.0660.05Eo.o720.0620.066
0.0000.0010.0010.0010.o010.0010.0010.0010.0010.0010.00't0.0010.0010.0010.0010.0010.0010.0020.0010.0020.0010.0020.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002
0.0010.105o.124o.1710.1640.1950.195o.216o.216o.228o.216o.2410.2160.241o.228o.228o.2280.256o.2410.256o.241o.273o.2410.2930.2560.2930.2560.293o-2730.3150.273o.u10.2930.315
0.0000.0302.6683.1 534.3354.1614.9r44.9U5.4765.4765.7805.4766.1205.4766.120s.7805.7805.7806.5026.1206.5026.'1206.9366.1207.4316.5027.4316.5027.4316.9368.0036.9368.6707.4318.003
TEST 8
157
Month day Year Hour ltinute Second lnteryal Total, sec Total, min tipslmin gatlmin ft3 lmin mt lmin in/hr mm/hr10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24't0 2410 2410 2410 24
1313
13
13
13
13
13
13
13
13
1414
14
14't41414
1414
14
1414141414141414
1414
14
14
14
14
14
14
1414
14
14
14
14
141414
444444444444444444444444444444444444444444444
59595959595959595959
000000000001
1
1
1
1
1
1
1
1
1
1
1
222222222222
410.5
17233036
42.548
54.559.5
5.5't1
16.521.527.5
3237.542.547.5
5257.5
't.57
11.5't6.5
21
26.531
36.541
46.551.556.5
1.57
11.517
2',t.527
31.537
41.54752
57.5
7.006.506.506.007.006.006.505.506.505.006.005.505.505.006.004.505.505.005.004.505.504.005.504.505.004.505.504.505.504.505.505.005.005.005.504.505.504.505.504.505.504.505.505.005.50
0.460.500.500.540.460.540.500.590.500.650.540.590.590.650.54o.720.590.650.65o.720.590.810.59o.720.65o.720.59o.720.59o.720.590.650.650.650.590.720.590.720.59o.720.59o.720.590.650.59
2044.002050.502057.002063.002070.002076.0020a2-502088.002094.502099.502105.502'111.0021't6.502121.502127.502132.O02137.50z',t42.502147.502152.OO
2157.502161.502167.O0217'.t.502176.502181.002186.502191.002196.502201.OO
2206.502211.502216.502221.50^227.OO2231.502237.002241.502247.002251.502257.OO
2261.502267.OO2272.OO
2277.50
u.0734.'t8u.2834.3634.5034.60u.7134.8034.9134.9935.0935.1835.2835.3635.4635.5335.6335.7135.7935.8735.9636.0336.1 236.1936.2836.3536.4436.5236.6136.6836.7836.8636.9437.0337.1237.1937.2837.3637.4537.5337.6237.6937.7837.8737.96
8.579.239.2310.008.5710.009.2310.919.2312.00't0.0010.9110.91't2_o0
10.001 3.3310.9112-O0
12.0O
13.3310.9115.00't0.91
13.3312.0013.3310.9113.3310.9113.3310.9112.0012.00't2.oo10.9113.3310.9113.3310.9113.3310.9113.3310.9112.0010.91
0.0620.0660.066o.o720.062o-o720.0660.0780.0660.086o.o720.0780.0780.066o.o720.0960.0780.0860.0660.0960.0780.1080.0780.0960.0E60.0960.0780.0960.0780.0960.0780.0860.0860.0860.0780.0960.0780.0960.0780.0960.07E0.0960.0780.0860.078
0.0020.0020.0020.0020.0020.0020.o020.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.002o.ao20.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.002o.0020.0030.0020.0030.0020.0030.0020.0030.0020.0020.002
0.2930.3150.3150.3410.2930.3410.315o.3720.3150.4100.341o-372o.3720.4100.3410.4550.3720.4100.4100.455o.372o.512o.3720.4550.4100.455o.3720.455o.3720.45so.3720.4100.4100.410o.3720.455o.3720.455o.3720.455o.3720.455o.3720.410o.372
7.43'l8.003E.0038.6707-431E.670E.0039.4588.00310.4048.6709.4589.45810.4U8.67011.5609.45810.40410.4U1 1.5609.45813.0059.458
't 1.56010.4U11.5609.45811.5609.45811.5609.45810.40410.40410.4049.45E11.5609.45811.5609.458
1 1.5609.45811.s609.45810.4049.458
TEST 8
1s8
Mondt Year Hour ltinute Second lnterval4.505.504.505.504.005.O04.505.005.005.004.505.504.505.004.505.504.005.004.505.004.005.004.505.004.505.004.005.004.505.504.505.004.505.O0
4.505.004.505.004.505.004.505.004.005.004.00
27.512
't7-521.526.5
31
3641
4650.5
560.55.510
15.5'19.5
24.529u3843
47.552.5
5726
11
15.521
25.530.5
3540
44.549.5
54593.58.s1318222731
22E2.OO
[email protected] 1.002316.002321.OO
2326-OO
2330.502336.002340.502345.502350.002355.502359.502364.502369.002374.OO
2378.002383.002387.502392.502397.002402.OO
2406.002411.OO
2415.502421.OO
2425.502430.502435.002440.OO
24't,t.502449.502454.O02459.002463.502468.502473.OO
247E.OO
24E2.002487.OO
2491.00
38.0338.1338.2038.2938.3638.4438.5238.6038.683E.7738.8438.9339.0139.0939.1739.2639.3339.4139.4839.5739.6339.7239.7939.8839.9540.0340.1040.1840.2640.3540.4340.5140.5E40.6740.7440.8340.9040.9641.0641,1441-2241.3041.374'1.454't.52
't 3.3310.911 3.3310.9115.0012.OO
13.3312.0012.OO
12.OO
13.3310.911 3.3312.O0
13.3310.9115.0012.O0
13.3312.0015.0012.0013.3312.O0
13.3312.0015.0012.OO
13.3310.9113.3312.001 3.33't2-o0't 3.3312.OO
13.3312.0013.3312.O0
13.3312.0015.0012.OO
15.00
0.59o-720.590.E1
0.65o.720.650.650.65o.720.59o.720.65o.720.590.810.65o.720.650.810.65o.720.65o.720.650.8'l0.65o.720.59o.720.65o.720.65o.720.65o.720.65o.720.65o.720.650.810.650.81
0.0960.0780.0960.0780.1080.0860.0960.0860.0860.0E60.0960.0780.0960.0860.0960.0780.1080.0860.0960.0860.'1080.0860.0960.0860.0960.0860.1080.0860.0960.07E0.0960.0860.0960.0860.0960.0860.0960.0860.0960.0860.0960.0860.1080.0860.108
m3 fmin0.o030-0020.0030.0020.0030.0020.0030.oo20.0020.0020.0030.0020.0o30.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.003
0.455o.3720.4550.3720.5120.4100.4550.4100.4100.4100.4550.3720.455o.4100.455o.3720.5120.4100.4550.4100.5120.4100.4550.4100.4550.410o.5120.4100.455o.3720.4550.4100.455o.4100.4550.4100.4550.4100.4550.4100.4550.4100.5120.410o.512
11.5609.458
1 1.s609.45813.00510.4U1 1.56010/U10.4U10.4U1 1.5609.458
1 1.56010.4041 1.5609.45813.00510.4441 1.56010.40413.00510.40411.56010.4041 1.56010.40413.00510.40411.5609.45E
1 1.56010.4M't 1.56010.4041 1.56010-40411.56010,404'11.560
10.40411.56010.40413.00510.40413.005
sec mtn in/hr mm/hr0.10 24
10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24't0 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
3333333J
3333444444444444455
5
5
5
5
5
55q
55
56666666
14
1414
14141414141414
14
14
1414141414141414
14
1414't4141414'14
14
14
14
14
14
14
141414141414
14
14
14
1414
444444444444444444444444444444444444444444444
TEST 8
r59
Monlh day Year Hour tlinute Second lnleval Tof:,Lsec ToALmin tips/min gallmin fttlmin m'lmin in/hr mm/hr10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24't0 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
444444444444444444444444444444444444444444444
6666667777
77777777788888
II88E
888899III9IIo
999
14
14
't414
14
14
1414
14141414
1414141414
14
1414141414
14
14
14
14141414141414
141414
14
14
14
1414't4141414
JO
404549545E
37
12162'l25
30.534.539.5
44495358
27
'll16
2024.528.533.537.5
4246
50.5*59
2.57
11
15.519.5
242E
32.536
40.544.5
49
5.004.005.004.005.004.005.004.005.004.005.O0
4.005.504.005.004.505.004.005.004.O05.004.005.004.004.504.005.004.004.504.004.503.505.003.504.504.004.504.004.504.004.503.504.504.004.50
2496.002500.002505-002509.002514.OO
2518.002523.O02527.OO
2532.002536.002541.OO
2545.002550.502554.502559.5025&4.002569.002573.002578.0025A2.OO2587.002591.002596.002600.002604.502608.502613.502617.502622.002626.002630.502634.002639.002U2.502il7.OO2651.002655.502659.502604.002668.002672.502676.002680.502684.502669.00
41.6041-6741.7541.8241.9041.9742.O542.1242.2042.2742.3542.4242.5142.5842.5642.7342.8242.E842.9743.0343.1243.1843.2743.3343.4143.4843.5643.6343.7043-7743.8443.9043.9844-O4
44.1244.1844.2644.3344.4044.4744.5444.6044.6844.7444.82
12.OO
12.0015.00't0.91
15.O0
12.0013.3312.OO
15.0012.O0
15.00't2.0015.0012.0015.0013.3315.0012.001 5.001 3.3315.0013.3317.1412.O0
17.141 3.3315.0013.3315.0013.3315.0013.3317.1413.3315.0013.33
0.650.810.650.8:l0.650.810.650.810.650.810.650.810.590.810.65o.720.65o.El0.650.810.650.810.650.810.720.810.650.Elo.720.Elo.720.920.650.92o.720.81o.720.81o.720.81o.72o.92o.720.810.72
0.0860.1080.0860.1080.0860.1080.0860.1080.0860.1080.0860.1080.0780.1080.0860.0960.0860.1080.086o.1080.0860.1080.0860.1080.0960.1080.0860.1080.0960.1080.096oj230.086o.1230.0960.1080.0960.1060.0960.'t0E0.096o.1230.0960.1080.096
0.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0030.0030.0020.0030.0030.0030.0030.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
0.410o.5120.4100.5120.410o.5120.4't0o.5120.410o.5120.4100.512o.372o.5120.4100.4550.410o.5120.410o.512o.410o.5't20.410o.5120.455o.5120.410o.5120.455o.5120.4550.58s0.4100.5850.455o.5120.4550.5120.455o.5120.4550.5850.455o-5120.455
10.40413.00510.4U13.00510.40413.00510.40413.00510.4(X13.00510-40413.0059.45E13.00510.4041 1.56010.4M13.00510.404't3.00510.40413.00510.40413.0051 1.5601 3.00510.404't3.005't 1.56013.0051 1.56014.86210.40414.8621 1.56013.0051 1.5601 3.0051 1.56013.0051 1.56014.8621 1.56013.00511.560
TEST 8
160
llonlh Year Hour ninu(a Secoad bterval tiln51ec mnillrr10 2410 2410 2410 2410 2410 2410 24't0 2410 24
't41414141414141414
444444444
o
9101010't0101010
52.557
0.55
E.5t3172125
3.504.Sl3.504.503.504.504.O04.004.00
[email protected].@2725.@
44.8844.9545.0145.0845.146.2245.2845.3545.42
13.3317.'t413.3317.'t413.3ii15.OO't5.o015.q)
0.92o.720.92o.720.92o.720.810.610.El
o.1230.096o.1230.096o.1230.0960.1(}80.108o.108
0.0030.0030.0030.0030.003o.0030.0030.o03o.oo3
0.5850.4550.5850.4550.5650..155
o.512o.512o-512
14.62't 1.56014-E621 1-56014,86211.56013.00513.OO5
13.005
14
TEST 8
161
Applid Rain and Runon Quanliti*
Tm fuin Rumn Rlt?oa Runon(nin) (nrrlrr| gaunin) (mtlmin) (tttlmin)
EfMireAssoc,ated A5soc&@ ToAl ltfutubmpenlous mperyiotts TeliJrflN irflw PlotorilyLenflr(n) Leoh(fg (n3lnnt ({Blmin) (mnlrti
Rainfall Verification
Elapsd$est€d fim
0250.250300.lo0.55
(mn/hO s,d,.Dev. (mm/ht)w32.2 14.2 29.8
Spaci?,AW.
AW. (in/ht) &
WeighdAvg.
(tilhr) &Ittut'€,ity
045-0045.00
n.an80.0
lL92E-03
492E-030.0
0,1710,'171
9,1'2
9.120.0
30.930.9
0.0
7.01E{r37.OlE{3
o.0
o.24o21a
100.1
100,10.0
23456
1.31.30.0
0.601.OO
1.001.81.60220
Iil
TEST 8
162
SO't MO'STURE PROBE READ'A'GS
Time(actual)
Timemin
Probe I Probe 2 Probe 3Probe
Locations:Probe 1:
Probe 2:Probe 3:
from top(cm)
13:1913:3013:3513:4013:5013:5514:0014:10
05.00
10.0015.0025.0030.0035.0045.00
13-5o/o
27 -8o/o
30.0%30.1o/o
30.2o/o
30.2o/o
3O.2o/o
30.2%
17.0%18.3o/o
18-8o/o
27.5%29.1%29-Oolo
29.0o/o
29-Oo/o
18-5o/o
20.8%2',1.40/o
21.4o/o
21.60/o
26.9o/o
27.8o/o
27.8o/o
100200300
Average lnitial Moistu re:Average Max Moisfure:dtheta:
16.3%29.0%12.7%
TEST 8
163
PLOT HYDRAULIC CONDUCTIVITY ESTIMATION (RAIN-ONLY)
Rainfall Verification
ElapsedMeasured Time
Spacial WeightedAvg. Avg.
( in/hr) & ( in/hr) &(mm/hr) Std. Dev. (mm/hr) Time tntensity
1.3e1 0.567615
Ke(in/hr) (mm/hr) Ke (cm/sec)
0.86 2'1.9 6.086E-04
Ke
23456
# Depth (in) (min)
0.230.280.400.450.55
Avg.Intensity
o.720.921.121.601.802.20
35.41.3834.9
023.023.0
35.435.4
0
Applied Rain (mm/hr): 34.9Ptot Area (m2 ): 4.2o
Steady State Runoff (mm/hr): 13.0
Month day Year Hour Minute S*ond tnteruat Total, sec Totat, min tips/min gal/min fti /min m3 /min inthr mrnlhr10 24 4 14 10 0 0 0.00 0.00 0.00 0.00 0.000 0.000 0.00 0.0010 24 4 14 10 29 29.00 29.00 0.48 2-O7 0.11 0.015 0.000 0.24 6.0210 24 4 14 10 32.5 3.50 32.50 0.54 17.14 0.92 0-123 0.003 1.96 49.8710 24 4 14 10 37 4.50 37.00 0.62 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 10 40.5 3.50 40.50 0.68 17.',14 0.92 0123 0.003 1.96 49.8710 24 4 14 10 45 4.50 45.00 0.75 't 3.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 '10 48 3.00 48.00 0.80 20.00 1.08 0.144 0.004 2.29 58.18't0 24 4 14 '10 52.5 4.50 52.50 0.88 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 10 56 3.50 56.00 0.93 17.14 0.92 0.123 0.003 1.96 49.8710 24 4 14 11 0 4.00 60.00 1.00 15.00 0.81 0.108 0.003 1.72 43.U10 24 4 ',14 11 3.5 3.50 63.50 1 .06 17 .14 0.92 0.123 0.003 1.96 49.8710 24 4 ',t4 11 7.5 4.00 67.50 1.13 '15.00 0.81 0.108 0.003 1.72 43.U10 24 4 ',t4 11 11 3.50 71.00 1.18 17.14 0.92 0.123 0.003 1.96 49.8710 24 4 14 11 15 4.00 75.00 1.25 15.00 0.81 0.108 0.003 1.72 43.U10 24 4 14 11 18 3.00 78.00 1.30 20.00 1.08 0.144 0.004 2.29 58.1810 24 4 14 11 22.5 4.50 82.50 1.38 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 11 25.5 3.00 85.50 1.43 20.00 1.08 0144 0.004 2.29 58.1810 24 4 14 11 30 4.50 90.00 1.50 13.33 0.72 0.096 0.003 1.53 38_7910 24 4 14 11 33.5 3.50 93.50 1.56 17.14 0.92 0.123 0.003 1.96 49.8710 24 4 14 11 38 4.50 98.00 1.63 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 11 42 4.00 102.00 1.70 15.00 0.81 0.108 0.003 1.72 43.6,410 24 4 14 11 46.5 4.50 106.50 1.78 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 '11 51 4.50 1 't 1 .00 1 .85 13.33 0.72 0.096 0.003 1 .53 38.7910 24 4 't4 11 55.5 4.50 115.50 1.93 13.33 0.72 0.096 0.003 1.53 38.7910 24 4 14 12 0 4.50 120.00 2.00 13.33 0.72 0.096 0.003 1.53 38.79
TEST 8
r64
Month day Year Hour Minute Second lnterual Total, sec Total, min tips/min gal/min ftt /min m3 lmin in/hr mm/hr1010101010't01010't0101010
101010
101010101010101010101010't0101010
101010
10't0
10101010101010
24242424242424242424242424242424242424242424242424242424242424242424242424242424242424
14
14'14
14141414141414141414141414141414141414141414141414141414141414141414141414141414
4444444444444444444444444444444444444444444
12121212121212121212
1313131313't3
13131314141414141414141515151515151516161616
1616't61717
5.510
15.52026313742
48.554
1
714
20.527.534.542.549.557.54.5
12,519.527.5u
41.548.556.5
3.511.5
1927.5
354452
1
8.517.525.5u.5
4352.5
'l
11
5.504.505.504.506.005.006.005.006.505.507.006.007.006.507.007.008.007.008.007,OO
8.007.008.006.507.507.008.007.008.007.508.507.509.008.009.007.509.008.009.008.509.508.5010.00
2.092.172.262.332.432.522.622.702.812.903.023.123.233.343.463.583.713.833.964.084.214.334.464.574.694.814.945.065.195.325.465.585.735.876.O26.146.296.436.586.726.887.027.18
10.91
13.33't0.91
13.3310.0012.0010.0012.OO
9.2310.918.5710.008.579.238.578.577.508.577.508.577.508.577.509.238.008.577.508.577.508.007.068.006.677.506.678.006.677.506.677.066.327.066.00
0.590.720.590.720.90.650.540.650.500.590.460.540.460.500.460.460.400.460.400.460.400.460.400.500.430.460.400.460.400.430.380.430.360.400.360.430.360.400.360.380.340.38o.32
0.0780.0960.0780.0960.o720.086o-o720.0860.0660.0780.0620.0720.0620.0660.0620.0620.0t40.0620.0540.0620.0540.0620.0540.0660.0580.0620.0540.0620.0540.0580.0510.0s80.0480.05,40.(X80.0580.0480.0540.0480.0510.0450.0510.043
0.0020.0030.0020.0030.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0010.0020.0010.0020.0010.0020.0010.0020.0010.0010.0010.0010.001
1.251.531.251.531.151.371.'t51.371.061.250.981.150.981.060.980.980.860.980.860.980.860.980.861.060.920.980.860.980.860.920.810.920.760.860.760.920.760.860.760.81
0.720.810.69
31.7438.7931.7438.7929.0934.9129.0934.9126.8531.7424.9429.0924.9426.8524.9424.9421.8224.9421.8224.9421.8224.9421.8226.8523.2724.9421.8224.9421.8223.2720.5423.2719.3921.8219.3923.2719.392'1.82
19.3920.5418.3720.5417.45
125.50't30.00135.50140.00'1,+6.00
151.00't57.00162.00168.50'174.00181.00't87.00194.00200.50207.50214.50222.50229.50237-50244.50252-50259.50267.50274.00281.50288.50296.50303.5031 1.50319.00327.50335.00344.OO352.00361.00368.50377.50385.50394.50403.00412.50421.00431.00
TEST 8
165
Month Year Hour Minute Second lnteval9.0010.5010.001 1.5010.0011.5011.0012.O011.0012.5012.O013.0012.5015.0013.5015.5014-0016.5015.5017.5016.0017.5015.5016.0013.5015,0013.00't4.0012.OO
13.0011.5012.5010.0012.0010.0011.5010.0011.009.50't1.009.5011.5010.00
sac mtn lmin m3 lmin in/hr mry'hr1717171718't81818't8't919191919202020202121
21
21222222222323232324242424242425252525252626
14141414141414
1414141414141414'14
141414141414141414141414141414141414'|41414141414141414
4444444444444444444444444444444444444444444
1010101010101010101010101010101010101010
101010
1010101010101010101010101010101010101010
24242424242424242424242424242424242424242424242424242424242424242424242424242424242424
2030.540.5
522
13.524.536.547.5
01225
37.552.5
621.535.5
527.52541
58.51430
43.558.51 1.525.537.550.5
214.524.536.546.5
588
1928.539.5
490.5
't0.5
7.337.517.687.878.038.238.418.61
8.799.009.209.429.639.8810.1010.3610-5910.87I 1.'t 311.4211.6811.9812.2312.5012.7312-9813.1913.4313.6313-8r'.14.0314.2414.41
14.6'l14.7814.9715.1315.3215.,f815.6615.8216.O1
16.18
6.675.716.005.226.005.225.455.005.454.805.004.624.804.004.443.874.293.043.873.433.753.433.873.754.444.004.624.295.004.625.224.806.005.006.005.226.005.456.325.456.325.226.00
0.360.310.32o.28o.32o.280.29o.270.290.26o.27o.250.260.220.240.210.23o.200.210.18o.200.18o.21
0.20o.240.220.250.23o.270.250.280.260.320.270.320.28o.320.290.u0.290.340.28o.32
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.@10.0010-0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.(x)10.0010.001o.001
0.760.650.690.600.690.60o.620.570.620.550.570.530.550.460.510.440.49o.420.440.390.430.390.440.430.510.460.530.49o.570.530.600.550.690.570.690.600.690.620.720.620.720.600.69
440.00450.50460.50472.00482.O0493.50504.50516.50527.50540.00552-00565.00577.50592.50606.00621.50635.50652.00667.50685.00701.00718.507U.00750.00763.50778.50791.50805.50817.50830.50u2.00854.50844.50876.50886.50898.00908.00919.00928.50939.50949.00960-50970.50
TEST 8
0.(X80.(Nl0.(X30.0380.(N30.0380.0390.0360.0390.0350.0360.0330.0350.0290.0320.0280.0310.0260.0280.0250.0270.0250.0280.o27o.0320.0290.0330.0310.0360.0330.0380.0350.&30.0360.0430.0380.0430.0390.0450.039o.(x50.0380.(X3
19.3916-6217.4515.1817.4515.1815.8714.5515.8713.9614.5513.4313.9611.il12.9311-2612-4710.5811.269.97't0.91
9.9711.2610.9112.9311.U13.4312.4714.5513.4315.1813.9617.4514.5517.4515.1817.4515.8718.3715.8718.3715.1817.45
r66
YeardayMonth Hour Minute Second lnteryal Total, sec Total, min tips/min gallmin ftt lmin m3 lmin ln hr mry'hr101010101010101010
10101010101010101010101010101010't0101010101010
101010
2424242424242424242424242424242424242424242424242424?42424242424242424
141414
141414
1414
141414141414141414141414141414141414141414141414141414
44444444444444444444444444444444444
2626262627272727282828282929292929303030303031
31
31
31
323232323233333333
2232.544.5
558.5
20.534.547.5
2.5'15
30.544.5
014-5
3042.5
567
19.530.545.558.513.5
2740.5
536
18.531.543.557.510.525.539.5
57
11.5010.5012.O010.5013.5012.0014.0013.0015.0012.5015.5014.0015.5014.5015.5012.5013.5011.0012.5011.0015.0013.0015.0013.5013.5012.5013.0012.5013.0012.0014.0013.0015.0014.0017.50
982.0p992.501004.501015.001028.50190.501054.501067.501082.501095.00I 110.501124.501 140.001154.501 170.00'1182.50
1 196.001207.001219.501230.501245.501258.501273.501287.001300.501313.001326.001338.501351-501363.501377.501390.501405.501419.501437-OO
16.3716.5416.7416.9217.1417.U17.5817.7918.tX18.2518.5118.7419.0019.2419.5019.7119.9320.1220.3320.5120.7620.9821.2321.4521.6821.8822.1022.3122-s322.7322.src23.1823.4323.6623.95
5.225.715.005.714.445.004.294.624.004.803.874.293.874.143.874.804.445.454.805.454.004.624.004.444.444.804.624.804.625.004.294.624.004.293.43
0.280.310.270.310.240.270.230.250.220.260.210.23o.210.22o.210.26o.240.290.260.290.22o.250.22o.24o.240.260.25o.260.250.27o.230.250.220.230.18
0.0380.(Xl0.0360.(Xl0.0320.0360.0310.0330.0290.0350.0280.0310.0280.0300.0280.0350.0320.0390.0350.0390.0290.0330.0290.0320.0320.0350.0330.0350.0330.0360.0310.0330.0290.0310.025
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010-001
0.600.650.s70.650.510.570.490.530.460.550.440.490.44o.470.440.550.510.620.550.620.460.530.460.510.510.550.530.550.530.570.490.530.460.490.39
15.1816.6214.5516.6212.9314.5512.4713.4311.&13.9611.2612.4711-2612.M11.2613.9612.9315.8713.9615.8711.U't3.4311.&r12.9312.9313.9613.4313.9613.4314.5512.4713.4311.O412.479.97
TEST 8
t67
65
60
55
50
45
40
€ss
*eotr25
20
15
10
5
0
FIGURE A.11
Plot Conductivity Test - 8
15 20
TEST 8
:i:,l:g:,: . nsimulated Rainfall(mm/hr)
-Measured
Runoff(mm/hr)
{050 25
Time (min)
168
Ke8LIDphi:Ks.'
56.10E-04
dthetaKo:
1%10000
12.7
sec min
60120180240300360420480540600660720780840900960
10201 08011401200126013201 380
1
2345678I
1011
12
13141516171819
2021
2223
0.000000010.000000650.00000363
0.00001 12
0.000025840.000050140.000086740.0001 38370.000207750.000297650.000340910.000342960,000344550.000345840.000346920.00034782
0.00034860.000349280.00034988
0.00035040.00035088
0.00035130.00035168
0.00040.02340.13070.40320.93021.80503.12264.98137.4790
10.715412.272812.346612.403812.450212.489112.521512.549612.574112.595712.614412.631712.646812.6605
TEST 8
END OF PLOT
cm/sec mm/hrMax Runoff Actual Runoff(mm/hr) (mm/hr)
Yo
Difference
t69
LID 8phi:Ks.'
sec
41.45E-03
mtn
00.00000263
2.17E-060.00000924
0.00001 920
0.000050610.000074230.000'104430.0001 42030.0001 87830.000242640.000307290.000382580.00046932
0.0005680.000671 9
0.000753840.000798990.00081 9170.000827530.000830970.000832420.000833040.000833320.000833460.000833530.000833560.00083358
0.00083360.000833610.000833620.000833620.000833630.000833630.000833640.000833640.000833650.000833650.000833650.000833660.000833660.000833670.000833670.00083367
'l5o/o
I 0000
0
00
0.00000.0000
0
00
0
0
0
0
0
0
0
0
0
0
0
00
00
0
00.0000931 9
0.000123740.000145820.0001 6314
0.00017740.0001895
0.00020.000209250.00021 749
0.00022490.000231 61
0.000237740.000243350.000248530.000253310.000257750.000261 890.000265760.000269380.00027278
TEST 8
dthetaKo:
60120180240300360420480540600660720780840900960
1 0201 08011401200126013201 38014401 5001 56016201 68017401 8001 86019201 980204021002160222022802340240024602520258026402700
1
23
45
678I
1011
12131415161718192Q
21
22232425262728293031
JZ333435363738394041
42434445
0.000.090.080.330.691.181.822.673.765.116.768.74
11.0613.7716.9020.4524.1927.1428.7629.4929.7929.9129.9729.9930.0030.0030.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.01
0.00000.00000,00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00003.35484.45465.24955.87306.38646.82207.20007.53307.82968.09648.33808.55868.76068.94719.11929.27909.42809.56749.69779.8201
l_:"":''''mm/hr
EPS
cm/sec mm/hr
MaxRunoff
(mm/hr)
ACIUalRunoff(mm/hr)
o/o
Difference
t70
FIGURE A.12
Rain/Runoff Hydrograph - 8
3s%
30o/o
25o/o
20o/o
15o/o
10o/o
5o/o
Oo/o
20
vooI3
12
{0
8
6
4
6'L
oo
=6(n
18
16
14
2
0
0 455 10 15 20 25 30
Elapsed Time (min)
35 40 50
TEST 8
-tt------
JuII,
t,a
a,tIIIII
-a-SoilProbe 1
-r-Soil Probe 2
-...tssoil Probe 3
Simulated Rain(mm/hr)
ModelPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
17t
MOBTLE TEST #7 (TEST 9)10n4n004Deer Park Southus 395 MP 171.4 RT
10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24'10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
Plot Parameters Start Time:Srope.' 4:'l End Time:
Length(cm):400 TestDuration:Wdth (cm): 'lOS Model PlotArea (m2):
Plot Area 1m2;: 4.20Vegitation: heavy ryegrass (90%)
Initial Theb: 2O.9%
Final Theta: 28.7%dthe6: 7.8%
14:4515:10
0:25:009.86
21.e|
Estimated Ke (from plot):mmlhr cmls
6.09E-04
Volumetric RatesNormalized RatesMax Runoff Rate (mm/hr):
Rain-on Rate (mm/hr):Runoff Percentage:
Month day Year Hour Minute Second lnterval Tolal, sec Total, min tipslmin gal/min ft3 /min m3 lmin inlhr mmlhr10 24 4 14 45 0 0 0.OO 0.00 0.00 0.00 0.000 0.000 0.00 0.00
20.780.3
25.8%
(Umin):(Umin):
0.0000.0010.0010.0010.0010.0010.0010.0010.0010.0020.0010.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020-0020.002o.002o.oo20.0020.0020.0020.002
3.401 3.1925.8%
0.01o.170.18o.23o.23o.27o.270.310.310.390.340.420.370.45o.420.45o.420.49o.420.490.420.49o.420.490.450.490.450.530.450.530.450.530.49
444444444444444444444444444444444
494949495050505050505051
51
51
51
51
51
51
51
51
52525252525252525253535353
141414
1414
14141414141414
14
14
1414
14
141414141414141414141414
1414
14't4
1
18.535
47.50.5
'11.5
22.532
41.549
57.54.5
12-51926
32.539.545.552-558.5
5.51 1.518.524.s
31
3743.5
4955.5
'l
7.513lo
241.OO
17.5016.5012.5013.001'1.00
1 1.009.509.507.508.507.OO
8.OO
6.507.006.507.006.007.006.007.006.007.006.006.506.006.505.506.505.506.505.506.00
241.OO
258.50275-OO
287.50300.5031 1.50322.50332.00341.50349.00357.50364.50372.50379.00386.00392.50399.50405.50412.50418.50425.50431.50438.50444.50451.00457.00463.50469.00475.s0481.00487.50493.00499.00
4-O2
4.314.584.795.015.195.38s.535.695.825.966.086.216.326.436.546.666.766.886.987.097.197.317.417.527.62t.t a7.827.938.O2
8.138.228.32
o.253.433.644.804.625.455.456.326.328.007.068.577.509.238.579.238.57't0.008.5710.008.5710.008.5710.009.2310.00ora10.919.2310.919.2310.9110.00
0.010.'t8o.200.26o.250.290.290.340.340.430.380.460.400.500.460.500.460.540.460.540.460.540.460.540.500.540.500.590.500.590.500.590.54
0.0020.0250.0260.0350.0330.0390.0390.0450.0450.0580.0510.0620.0540.0660.0620.0660.062o.0720.062o.o720.062o.0720.052o.o720.066o.o720.0660.0780.0660.0780.0660.078o.o72
0.314.254.5',|5.955.726.766.767.837.839.918.7510.629.2911.4410.6211.4410.6212.3910.6212.3910.6212.3910.6212.3911.M12.3911.4413-5211.4413.5211.4413.5212.39
TEST 9
t72
Month Year Hour Minute Second lnteryal5.506.005.006.00s.506.005.006.005.006.004.506.004.505.504.505.504.505.504.505.005.005.004.505.504.505.504.505.004.505.504.005.504.505.004.505.004.005.004.005.004.505.004.004.504.50
30.535.541.s
47535849
1519.525.5
3035.5
4045.5
5055.5
0(
1015
19.525
29.535
39.544.5
4954.s58.5
48.5
13.51Ezc27323641
45.550.554.5
593.5
sec504.50510.50515.50521.50527-OO
533.00538-00t44.00549.00555.00559.50565.50570.00575.50580.00585.50590.00595.50600.00605.00610,00615.00619.50625.00629.50635.00639.50644.50649.00654.50658.50664.00668.50673.50678.00683.00687.00692.00696.00701.00705.50710.50714.50719.00723.50
8.418.518.598.698.788.88E.979.079.159.259.339.439.509.599.679.769.839.93't0.0010.0810.1710.251 0.3310.4210.4910.5610.6610.7410.E210.9110.9811.O7
11.1411.231 1.3011.3811-451 1.5311.60't 1.681 1.761 1.8411.911 1.9812.06
't0.9'l10.0012.OO
10.0010.9110.0012.OO
10.0012.OO
10.0013.3310.0013.3310.9113.3310.911 3.3310.91't 3.3312.O0
12.O0
12.O0
13.3310.9113.3310.91't3.3312.0013.3310.9115.0010.9113.3312.OO
13.3312.0015.0012.O0
15.0012.OO
1 3.3312.0015.0013.3313.33
0.590.540.650.540.590.540.650.540.650.54o.720.54o.720.59o.720.59o.720.59o.720.650.650.65o.720.590.720.59o.720.65o.720.590.810.59o.720.65o.720.650.810.650.810.65o.720.650.81o.72o-72
0.002o-oo20.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0030.003
0.530.490.590.490.530.490.590.490.590.490.650.490.650.530.650.530.650.530.650.590.590.590.650.530.650.530.650.590.650.530.730.530.650.590.650.590.730.590.730.590.650.590.730.650.65
mtn ft3 lmin m30.078o.o720.086o.0720.078o.o720.086o.o720.0E6o.o720.0960.o720.0960.0780.0960.0780.0960.0780.0960.0860.0860.0860.0960.0780.0960.0780.0960.0860.0960.0780. t080.0780.0960.0860.0960-0860.1080.0860.1 080.0860.0960.0860.1080.0960.096
in/hr mm/hr13.5212.3914.8712.3913.5212.3914.8712.3914.8712.3916.5212.3916.5213.5216.5213.5216.5213.5216.5214.8714.E714.8716-5213.5216.52'13.52
16.5214.8716.5213.521E.5913.52't6.5214.8716.5214.8718.5914.8718.5914.87't6.52
14.8718.5916.5216.52
10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24't0 2410 2410 2410 2410 24't0 2410 2410 2410 2410 24
444444444444444444444444444444444444444444444
14
14
14
14
14
14141414
1414
141414
1414141414141414
14
14
14
14
14
14
14141414141414
14
1414141414
14
14
14
14
5353535353535354545454u545454545454555555555555555555555555555656565656565656565656565657
TEST 9
173
,lonth day Year Hour Minute Second lnbual ToAL sec Tohl, min tips/min gallmin ft3 lmin m3 lmin irVhr mm/hr10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24t0 2410 2410 24t0 2410 24
444444444444444444444444444444444444444444444
1414'14
1414141414141414
14
141414
14
14
14
14
14
141414141414
14
14
1414
14
14
14
14
14
14
14
14
14
1515
15
15
15
15
575757575757575757575757585858585858585858565858585859595959595959595959595959
000000
81217
21
2630353944485357
611
15202429333842
46.550.5
5558.5
3.57
12't5.520.524.529.533.53E.542.5
4852
57.51.56.5
10.515.519.524.5
4.504.005.004.005.004.005.004.005.004.005.004.005.004.005.004.005.004.005.004.005.004.004.504.004.503.505.003.505.003.505.004.005.004.005.004.005.504.005.504.005.004.005.004.005.00
728.OO
732.00737.OO
741.OO
746.00750.00755.00759.00764.00768.00773.007T7.OO
782.OO
786.00791.00795.00800.00804.00809.00813.00E1E.O0
822.OO
826.50830.50835.00838-50843.50847.OO
852_00855.50860.50604.50869.50873.50878.50882.50868.00892.00697.50901.50906.50910.50915.50919.50924.50
12.1312.2012.2812.3512.4312.5012.5812.6512.7312.8012.8812.9513.0313.1013.1813.25't3.3313.4013.4813.5513.6313.7013.7813.8413.9213.9814.06'14.1214.2014.2614.3414.41
14.4914.5614.6414.7114.8014.8714.9615.0315.1115.1815.2615.3315.41
13.33't5.0012.OO
15.0012.OO
15.0012-OO
15.0012-OO
1 5.0012.OO
15.0012.OO
15.0012.0015.0012.OO
15.0012.OO
15.0012-OO
15.0013.3315.001 3.3317.1412.0017.1412.O0
17.1412.OO
15.0012.00't5.00
12.0015.0010.9115.0010.9115.0012.OO
15.0012.OO
15.0012.OO
o.720.810.650.810.650.El0.650.810.650.610.650.810.650.810.650.810.650.810.650.810.650.81o.720.81o.720.920.650.920.65o.920.650.810.650.810.650.810.590.610.590.810.650.610.6s0.81o-65
0.0960.1080.0660.1080.0860.1080.0860.1080.0860.1080.0860.1080.0860.1080.0E60.1080.0860.1080.0860.1080.0860.1080.0960.1080.096o.1230.0860.1230.0860.1230.0860.1080.0860.1080.0860.1080.0780.1080.0780.10E0.0860.1080.0860.108o-086
0.003 0.65 16.520.003 0.73 18.s90.002 0.59 14.E70.003 0.73 1E.590.002 0.59 14.870.003 0.73 18.590.002 0.59 14.870.003 0.73 18.59o.oo2 0.59 14.870.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.59 't4.870.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.59 14.E70.003 0.73 18.590.003 0.65 16.520.003 0.73 18.590.003 0.65 16.520.003 0.84 21.240.002 0.59 14.870.003 0.84 21.240.002 0.59 14.870.003 0.84 21.240.002 0.59 14.870.003 0.73 18.590.002 0.59 14.E70.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.53 13.520.003 0.73 18.590.002 0.53 13.520.003 0.73 18.590.002 0.59 14.870.003 0.73 18.590.002 0.59 u.a70.003 0.73 18.590.002 0.59 14.E7
TEST 9
t74
Month day Year Hour llinute S*ond lnterual Tgbt, se ToAl, min tips/min gallmin ft' lmin m3 lmin in/hr mm/hr10 2410 2410 24't0 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
444444444444444444444444444444444444444444444
15
15
15
15
15't515
15
15
151515
15
15
1515
1515
15
1515
15
15
15
1515151515151515151515151515151515
1515
1515
00000o001
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2222222222222223532
J
3
3
28.53337
41.545
49.553
57.51
5.59
13.517
21.525
29.533
37.540.5
4548.5
5356.5
1
4.58.512
16.520
24.52E
32364044485256
04
7.512162024
4.004.504.004.503.504.503.504.503.504.503.504.503.504.503.504.503.504.503.004.503.504.503.s04.503.504.003.504.503.504.503.504.004.004.004.004.004.004.O04.004.003.504.504.004.004.00
928.50933.00937.00941.50945.00949.50953.00957.50961-00965.50969.00973.50977.00981.50985.009E9.50993.00997.501000.501005.001008.50't013.00'1016.50
1021.001024.501026.501032.001036.501040.001044.501048.001052.001056.001060.001064.001066.001072.001076.001080.001084.001087.501092.001096.001 100.001 104.00
15.48't5.5515.6215.6915.7515.8315.8815.9616.O2
16.0916.1516.2316.2816-3616.4216.4916.5516.6316.6816.7516.E,l
16.8816.9417.O2
17.O8
17.14't7.20't7.28't7.3317.4117.4717.5317.6017.6717.7317-8017.8717.9318.0018.0718.131E.201E.2718.3316.40
15.0013.3315.0013.3317.1413.3317.141 3.3317.141 3.3317.14'13.33
17.1413.3317.1413.3317.1413.3320.001 3.3317.1413.3317.1413.3317.1415.0017.',t4
13.3317.1413.3317.14't5.00
15.0015.0015.0015.0015.0015.0015.00't5.0017.141 3.3315.0015.0015.O0
0.81o-720.El0-720.92o.720.92o.720.92o.720.92o.720.92o.720.920.720.92o.721.08o.72o.92o.720.92o.720.920.810.92o.72o.92o.720.920.8'1
0.8'1
0.8'l0.810.810.810.810.610.610.92o.720.810.E1
0.81
0.1080.0960.1080.096o.1230.096o.1230.096o.1230.096o.1230.096o.1230.096o.1230-096o-1230.096o.1M0.096o.1230.096o.1230.096o.1230.108oj230.096oj230.096o.1230.'t080.1080.1080.10E0.1080.1080.1080.1080.108o.1230.0960.1080.1080.108
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.004o.oo30.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030-0030.0030.0030.0o3
0.730.650.730.650.840.650.840.650.840.650.840.650.840.650.840.650.840.650.980.650.640.650.840.650.840.730.840.65o.840.650.E40.730.730.73o.730.730.73o.730.730.730.840.650.730.730.73
18.5916.5218.5916.5221.2416.5221.2416.5221.2416.5221.2416.5221.2416.5221.2416.5221.2416.5224.7916.5221.2416.5221.2416.5221.241 E.5921.2416.5221.2416.5221.2418.5918.5918.5918.5916.5918.5918.5918.5918.5921.2416.5218.5918.591E.59
TEST 9
175
tonth Year Hour Uinute Second lnterval2E.5
3236
39.544
47.551.5
5559.5
3
710.514.5
18
2225.529.5
3337
40.544.5
4852
55.559.5
J
710.514.5
1822
25.529
32.536.539.543.5
4751
545E
1.55.58.5
12.5
4.503.504.003.504.503.504.003.504.503.504.003.504.003.504.003.504.003.504.003.504.003.504.003.504.003.504.003.504.003.504.003.503.503.504.003.004.003.504.003.004.003.504.003.004.00
sec1108.501'l12.OO1116.001 1 19.501124.001127.50113't.501 135.001139.501143.001147.001 1 50.501 154.501 158.001 162.001 165.501 169.501173.001177-OO
1 1 80.501184.501188.001192.001195.501199.501203.001207.OO
1210.501214.501218.001222.OO
1225.501229.OO
1232.501236.501239.501243.501247.OO
1251.001254.OO
1256.001261.501265.501268.501272.50
1E.48'18.53
18.60't8.6618.7318.791E.8618.9218.9919.0519.1219.1819.2419.3019.37't9.4319.4919.55't9.6219.6819.7419.8019.8719.9319.9920.0520.'t220.1820.2420.3020.3720.4320.4820.5420-6120.6620.7320.7820.8520.9020.9721-O321.0921.1421.21
13.3317.'t415.O0
17.1413.3317.1415.0017.141 3.33'17.'t4
15.0017.1415.0017.1415.0017.141 5.0017.1415.0017.1415.0017.1415.0017.1415.0017.1415.0017.1415.0017.141 5.0017.1417.1417.1415.0020.0015.0017.1415.0020.0015.0017.1415.0020.0015.00
o.720.920.810.92o.720.920.E1
o.92o.72o.920.El0.920.810.920.810.920.810.920.81o.920.810.920.810.920.810.920.81o.920.810.920.810.920.s2o.920.811.0E0.810.920.8'l1.080.Elo.920.811.080.81
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0(X0.0030.0030.0030.0040.0030.0030.003o-o(X0.003
0.840.73o,u0.650.84o.730.840.650.840.730.E40.730.840.730.840.730.840.730.840.730.84o.730.840.730.840.730.840.730.840.730.840.840.840.730.980.730.840.730.980.730.E40.730.980.73
16.5221-2418.5921.2416.5221.2416.5921.2416.5221.2418.5921.2418-5921.241 8.5921.2418.5921.2418.5921.2418.5921.2418.5921.2418.5921.2418.5921.2418.5921.2416.5921.2421.2421.2418.5924.79't8.5921,2418.5924.7918.5921.241 8.5924.7918.59
mtn ft3 lmin mt0.096o-1230.108o.1230.0960.1230.108o.1230.096o.1230.'t08o-1230.1080.1230.108o.123o.1080.1230.108o.1230.108o.1230.108o.1230.106o.1230.108o.1230.108o.1230.1 080.1230.'t23o.1230.108o.1440.108oj230.108o.1440.1080.1230.108o.'1440.108
iry'hr mm/hr10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24't0 2410 2410 2410 2410 2410 2410 2410 24t0 2410 2410 2410 2410 24't0 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
3J
3J52
3J
344444444444444445
5
5
55
5
55555555556666
444444444444444444444444444444444444444444444
15'15
1515
15
15
15't515
15
15
15
15
1515
15't5
15151515't51515
1515'15
1515't5't5
1515't51515
15
1515
151515151515
TEST 9
176
Month day Year Hour llinute Second Intenal Iotar, sec Tohl, min tips/min gallmin ft' lmin mt lmin in/hr mm/hr10 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 2410 24
6666666666667777
7
7
7
77
7
7
7777788888888688888888
444444444444444444444444444444444444444444444
1515
1515
15
151515151515
1515
1515
15
1515
1515
15
15
15
15
15151515'15
15
15
151515
15
1515't515
15
151515't515
1620
23.527.530.534.5
384245
49.552.5
5704
7.511.5
1519.522.5
273034
37.541.5
4549.552.556.5
04
7.511.514.518.5
222629333640
43.547.550.554.557.5
3.504.003.504.003.004.003.504.003.004.503.004.503.004.003.504.003.504.503.004.503.004.003.504.003.504.503.004.003.504.003.504.003.004.003.504.003.004.003.004.003.504.003.004.003.00
1276.001280.001263.501287.501290.501294-501298.001302.001305.001309.501312.501317.001320.001324.O01327.501331.501335.001339.501342.501347.001350.001354.001357.501361.501365.001369.501372.501376.501380.001384.001387.50139't.501394.501 398.501402.OO
1406.00'1409.00
1413.001416.001420.OO
1423.501427.501430.501434.501437.50
21.2721.332't.3921.4621.5121.5821.632't.7021.7521.E321.8821.9522.OO
22.O722.1322.1922.2522.3322.fi22.4522.5022.5722.6322.6922.7522.8322.8822.9423.0023.O723.1323.1923.2423.3123.3723.4323.4823.5523.6023.6723.7323.7923.U23.9123.95
17.1415.0017 -1415.0020.0015.0017.1415.0020.0013.3320.001 3.3320.0015.0017.1415.0017.1413.3320.001 3.3320.001 5.0017.141 5.0017.1413.3320.0015.0017.14I 5.0017.14't5.0020.0015.0017.1415.0020.0015.0020.0015.0017 -1415.0020.0015.0020.00
0.920.810.920.811.080.8'l0.920.811.0Eo.721.08o.721.080.81o.920.810.92o.721.08o.721.080.810.920.81o.92o.721.080.610.920.810.920.811.080.81o.920.811.O8
0.811.080.810.920.81't.080.8'1
1.08
o-1230.108o-1230.1080.1440.108oj230.'108o.1440.096o.1440.096o.1440.108o.1230.108o-1230.096o.1440.096o.1440.10Eo.1230.108o.1230.0960.1440.108o.1230.108o.1230.106o.1440.'t08o.1230.108o.1440.108o.1440.108o,1230.108o.1440.108o.144
0.0030.0030.0030.0030.ou0.0030.0030.0030.0040.0030.0040.0030.0040.0030.0030.0030.0030.0030.0040.0030.0040.0030.0030.0030.0030.0030.0040.0030.0030.0030.0030.0030.0040.0030.0030.0030.0040.0030.0040.0030.0030.0030.0040.0030.004
0.840.730.840.730.980.730.84o.730.980.650.980.650.980.730.840.730.840.650.980.650.980.730.840.730.840.650.980.730.E40.730.840.730.980.730.M0.730.980.730.980.730.E40.730.980.730.98
21.2418.59z',t.2418.5924.7918.5921.2418.5924.7916.5224.7916-5224.7918.5921.2418.5921.2416.5224.7916.5224.7918.5921.2418.5921.2416.5224.7918.5921.2418.5921.24't8.5924.7918.5921.2416.5924.791E.5924.79't8.59
21.241E.5924.7918.5924.79
TEST 9
177
Month day Year Hour Ninute Second &nferual ToAL sec Tohl, min lipdmin gallmin ftt lmin mt lmin iry'trr mry'hr10 24 4 15 9 1.5 4.00 1441.50 24.03 15.00 0.81 0.10E 0.003 0.73 18.5910 2410 2410 2410 24t0 2410 24t0 2410 2410 2410 2410 2410 2410 2410 2410 2410 24t0 2410 24
58.512
15.5't9
22s26
29.533374044475'l
54.55E.5
1.55.5
3.503.503.503.503.503.503.503.503.504.O03.004.O03.004.003.504.003.004.00
1445.(X)11146.50
1452-OO
1455.501459.001462.501466.O01/[email protected]
1480.OO
1484.OO
1487.001491.001494.501498.501501.501505.50
24.O824-1424.2024.2624.32243424.4324-4924.5524.6224.6724.7324.7824.E524.9124-9825.0325.09
17.1417,14't7.1417.1417.1417-1417.1417.1417.',t415.0020.0015.0020.0015.O0
17.1415.0020.0015.00
0.92o.92o.920.92o.92o.920.920.92o.920.811.080.811.080.810.920.El1.080.81
o.123o.1230j23o.123o-'t23o.123o.123o.123o.1230.108o.1440.10Eo.1440.108o.1z]0.1080.'t440.108
0.0030.0030.0030.0030.0030.0030.0030.0030.0030.oo30.o040.0030.0040.0030.0030.0030.0040.003
0.840.840.840.u0.840.840.840.840.64o.730.980.730.980.730.E4o.730.98o.73
21-2421.2421.2421.2421.2421-2421.2421.2421.24'tE.59
24.7918.5924.7916.5921.2418.5924.7918.59
444444444444444444
ooooo
999oo
9oo
9Io
1010
1515151515
1515
15
1515151515
15
15
15
15
15
TEST 9
178
ANid Rain and Runorr Quantitie
fhv Rakr Rut?pn f,Nrnon Rurcr,@et ftdtut kenia) (mtlarfr/,,) (fttffirr)
ErutveAssocnrred Assocred Tel hflNblttrygtions lryqvrotJ€ Te{iffio{/ fufratt PWOriyLetfrr(rrt L€'tA?$g ftAl@ Ft3lnin) (nnntj
Faitrtail Veyifrcation
EiapsaM€96ra"d Ttu Avg.
qp€GrrtAvg.
(rnlht, &
Weigrt&,dAvg.
(irvhr) &Dev.
10.4 85.60
25.0025.00
80.3m30.o
7,578-037.57E 03
0.o
o-2s70.267
a3{t5.3!t
0"0
1.3iIE4t21.52E{2
0.023456
202.00.o
77.777.70.0
0.4660./166
168.42
188.420.0
0.650.87oJoo.800.84
TEST9
t79
SO'L MO'STURE PROBE READ''VGS
Time(actual)
Timemin
Probe I Probe 2 Probe 3
16.3o/o
20.0o/o
25.2o/o
26.4o/o
27.4o/o
27.5o/o
29.5o/o
29.5o/o
25.60/o
24.60/o
22.9%28.0o/o
28-4o/o
28.4%28-5o/o
28.3o/o
28.5o/o
28.7o/o
27.7o/o
27.0o/o
23.5o/o
27 -1o/o
27.5o/o
27.8o/o
28.0o/o
27.8%27.9o/o
28.0%26.0%25.60/o
ProbeLocations:
Probe 1:Probe 2:Probe 3:
trom top(cm)100200300
14:4514:5014:5515:0015:0515:1015:1515:'2O
15..25
15:30
05.00
10.0015.0020.0025.0030.0035.0040.0045.00
Average I n iti al Mo istu re :Average Max Moisture:dflteta:
20,9%28,7%
7.8o/o
TEST 9
180
PLOT HYDRAULIC CONDUCTTVTTY ESTIMATTON (RA|N-ONLY / TEST 8 DATA)
Rainfall VerificationSpacialAvg.
Avg. (in/hr) &Intensity (mm/hr)
WeightedAvg.
(in/hr) &Std. Dev. (mm/hr) Time lntensity#
Ke Ke(in/hr) (mm/hr) Ke (cm/sec)
0.86 21.9 6.086E-04
Elapsedlleasured nme
0.230.280.400.450.55
0.72 | 1.391 0.5676150.92 35.41.121.601.802.20
023.023-O
35.4
35.40
1.3834.92
3456
Applied Rain (mm/hr):PIot Area (m2 ):
Steady State Runoff (mm/hD :
34.94-2013.0
Month Year Hour Minute Second lntenral sec mrn m3 /min in/hr mm/hr0.006.0249.8738.7949-8738.7958.1838.7949.8743.6449.8743.U49.8743.U58.1838.7958.1838.7949.8738.7943.U38.7938.7938.7938.79
1010101010101010101010101010't0101010't0't0
1010101010
24242424242424242424242424242424242424242424242424
10101010101010101011
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12
1414141414141414141414141414
1414
141414
141414141414
4444444444444444444444444
029
32.537
40.54548
52.5560
3.57.511
15
1822.525.530
33.53842
46.551
55.50
029.003.504.503.504.503.004.503.504.003.504.003.504.003.004.503.004.503.504.504.004.504.504.504.50
0.480.540.620.680.750.800.880.931.001.061.131.181.251.301.381.431.501.561.631.701.781.851.932.00
2.0717.1413.3317.1413.3320.0013.3317.14't5.0017.1415.0017.1415.0020.0013.3320.0013.3317.1413.3315.0013.3313.3313.3313.33
0.'tl0.92o.720.920.721.080.720.920.810.920.810.920.811.080.721.080-720.920.720.810.720.720.720.72
0.015o.1230.0960j230.096o.1440.096o1230.108o.1230.108o.1230.108o.1440.0960.1440.09601230.0960.1080.0960.0960.0960.096
0.0000.0030.0030.0030.o030.0040.0030.0030-0030.0030.0030.0030.0030.0040.0030.0M0.0030.0030.0030.0030.0030.0030.0030.003
0.241.961.531.961.532.291.531.961.721.961.721.961.722.291.532.291.531.961.531.721.531.531.531.53
29.0032.5037.0040.5045.0048.0052.5056.0060.0063.5067.5071.0075.0078.0082.5085.5090.0093.5098.00102.00106.501 11.00115.50120.00
TEST 9
181
Month day Year Hour Minute Second lnterual Total, sec Total, min tips/min gat/min ft' /min m3 lmin in/hr mm/hr10't0't010101010101010101010
101010
101010101010101010101010
101010
101010101010101010101010
17.5
24242424242424242424242424242424242424242424242424242424242424242424242424242424242424
12121212
1212
121212121313131313't3
1313131414141414141414151515151515151616't616
1616
161717
1414
1414
1414141414141414
1414't41414
141414141414141414141414141414
141414141414
141414
1414
4444444444444444444444444444444444444444444
5.510
15.5202631
3742
48.5,4
1
714
20.527.534.542.549.557.54.512.519.527.5u
41.548.556.53.511.519
27.53544521
8.5
5.504.505.504.506.005.006.005.006.505.507.006.007.006.507.007.008.007.008.007.008.007.008.006.507.507.008.007.008.007.508.507.509.008.009.007.509.008.009.008.509.s08.5010.00
125.50130.O0
135.50140.00146.00151.00157.00162-00168.50174.00181.00187.00194.00200.50207.50214.50222.50229.50237-50244.502s2.50259.50267.50274.00281.50288.50296.50303.50311.50319.00327.50335.00344.00352.00361.00368.50377.50385.50394.50403.00412.5042't.00431.00
2.092.172.262.332.432.522.622.702.812.903.023.123.233.343.463.583.713.833.964.084.214.334.464.574.694.814.945.065.195.325.465.585.735.876.O26.146.296.436.586.726.887.027.18
10.9113.33't0.91
13.3310.0012.O0
10.0012.009.2310.918.5710.008.579.238.578.577.508.577.508.577.508.577.509.238.008.577.508.577.508.007.068.006.677.506.678.006.677.506.677.066.327.066.00
0.59o.720.590.720.540.650.540.650.500.590.460.540.460.500.460.460.400.460.400.460.400.460.400.500.430.460.400.460.400.430.380.430.360.400.360.430.360.400.360.380.340.380.32
0.0780.0960.0780.0960.o720.086o.0720.0860.0660.0780.0620.0720.0620.0660.0620.0620.0540.0620.0540.0620.0540.0620.0540.0660.0580.0620.0540.0620.0540.0580.0510.0580.M80.0540.0480.0580.0480.0540.0480.0510.0450.0510.(N3
0.0020.0030.0020.0030.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0010.0020.0010.0020.0010.0020.0010.0020.0010.0010.0010.0010.001
1.2s1.531.251.531.151.371.151.371.061.250.981.'t 50.981.060.980.980.860.980.860.980.860.980.861.060.920.980.860.980.860.920.810.920.760.860.760.920.760.860.760.81
0.720.810.69
31.7438.7931.7438.7929.0934.9129.0934.9126.8531.7424.9429-0924-9426.8524.9424.9421.8224.9421.8224.9421.8224.9421.8226.8523.2724.9421.8224.9421.8223.2720.5423.2719.3921.8219.3923.2719.3921.8219.3920.5418.3720.il17-45
25.534.543
52.51
11
TEST 9
r82
Month day Year Hour Minute Second lnterual Total, sec Total, min tips/min gal/min ft3 lmin mt lmin in/hr mry'hr1010101010101010
101010
10
10101010101010101010101010101010101010101010101010101010't0
1010
24242424242424242424242424242424242424242424242424242424242424242424242424242424242424
14141414't41414
14141414
14
141414't41414141414141414'14
14
1414141414141414
14
141414141414
1414
4444444444444444444444444444444444444444444
17171717181818
18181919
1919
19202020202'l21
21
21
222222222323232324242424242425252525252626
2030.540.5522
13.524.536.s47.5
01225
37.552.5
621.535.5527.52541
58.51430
43.558.511.525.537.550.5
214.524.536.546.558819
28.539.5490.5't0.5
9.0010.5010.0011.5010.0011.5011.0012.001't.0012.5012.0013.0012.5015.0013.5015.5014.00't6.5015.5017.5016.0017.5015-5016.0013.5015.0013.0014.0012.0013.0011.5012.50't0.0012.0010.0011.5010.q)11.009.5011.009.s011.5010.00
7.337.517.687.878.038.238.418.618.799.009.209.429.639.8810.1010.3610.5910.8711.1311.4211.6811.9812.2312-5012.7312.9813.1913.4313.6313.U14.0314.2414.4114.61
14.7814.9715.1315.3215.4815.66't5.8216.0116.18
6.675.716.005.226.005.225.455.005.454.805.004.624.804.004,443.874.293.443-873.433.753.433.873.754.444.004.624.295.004.62s.224.806.005.006.005.226.005.456.325.456.32s.226.00
0.360.31o.320.280.32o.280.290.270.290.26o.270.250.260.220.240.21o.230.20o.210.18o-200.180.210.200.240.220.250.23o.27o.250.280.260.320.270.320.280.320.290.340.290.340.28o.32
0.(X80.(Xl0.(N30.0380.0430.0380.0390.0360.0390.0350.0360.0330.0350.0290.0320.0280.0310.0260.028o.425o.o270.o250.028o.0270.o320.0290.0330.0310.0360.0330.0380.0350.0430.0360.M30.0380.0430.0390.(X50.0390.&50.0380.(x3
0.0010.0010.00'l0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.00'l0.0010.0010.00r0.0010.0010.0010.0010.0010.001
0.760.650.690.600.690.600.620.570.620.550.570.530.550.460.510.440.490.42o.440.390.430.390.440.430.510.460.530.49o.570.530.600.550.690.570.690.600.690.620.720.620.720.600.69
19.3916.6217.4515.1817.4515.1815.8714.5515.8713.9614.55't3.43't 3.9611.O412.9311.2612.4710.5811.269.9710.919.9711.2610.9112.9311.&4
13.4312.4714.5513.4315.1813.9617.4514.5517.4515.1817.4515.8718.3715.8718.3715.1817.45
,140.00
450.50460.50472.00482.00493.50504.50516.50527.50t40.00552.00565.00577.50592.50606.00621.50635.50652.00667.50685.00701.00718.50734.00750.00763.50778.50791.s0805.508't7.50830.50u2.00854.50804.50876.50886.50898.00908.00919.00928.50939.50949.00960.50970.50
TEST 9
183
Month day Year Hour Minute Second Interual Total, sec Total, min tipslmin gatlmin ft3 lmin mi lmin in/hr mm/hr101010101010101010101010't010101010101010101010't010101010101010101010't0
2424242424242424242424242424242424242424242424242424242424242424242424
14141414141414
14141414141414141414141414141414
141414141414
1414
14't414
14
44444444444444444444444444444444444
2626262627272727282828282929292929303030303031
31
3'l31
323232323233333333
2232.544.5558.520.534.547.52.515
30.544.5
014.530
42.5567
19.530.545.558.513.527
40.5536
18.53't.543.557.510.525.539.557
11.5010.5012.0010.5013.5012.0014.0013.0015.0012.5015.5014.0015.5014.5015.5012.5013.5011.0012.5011 .0015.0013.0015.0013.5013.5012.5013.0012.5013.0012.00't4.0013.0015.0014.0017.50
982.00992.501004.50101 5.001028.501040.5010t4.501067.501082.501095.001 1 10.501124.501140.001 154.501 170.001 182.501 196.001207.OO
1219.501230.501245.501258.501273.501287.00't300.501313.001326.001338.501351.501 363.501377.501390.50'r405.501419.501437.00
16-3716.S416.7416.9217.1417.U17.5817.7918.0418.2518.5118.7419.0019.2419.5019.7119-9320.1220.3320.5120.7620.9821.2321.4521.6821.8822.1022.3122.5322.7322.9623.1823.4323.6623.95
5.225.715.005.714.445.004.294.624.004.803.874.293.874.143.874.804.445.454.805.454.004.624.004.444.444.804.624.804.625.004.294.624.004.293.43
o.280.310.270.310.240.270.230.250.220.260.210.230.210.220.210.260.240.290.260.29o-220.250.220.240.240.260.250.26o.25o.270.23o.250.220.230.'t8
0.0380-041
0.0360.0410.0320.0360.0310.0330.0290.0350.0280.0310.0280.0300.0280.0350.0320.0390.0350.0390.0290.0330.0290.0320.0320.0350.0330.0350.0330.0360.0310.0330.0290.0310.025
0.0010.0010.0010.00'l0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.00'l0.001
0.600.650.570.650.510.570.490.530.460.550.440.490.440.470.440.550.510.620.550.620.460.530.460.510.510.550.530.550.530.570.490.530.460.490.39
15-'t816.6214.5516.6212.9314.5512.4713.4311.U13.9611.2612.4711.2612.0411.2613.9612.9315.8713.9615.8711.U13.4311.6412.9312.9313.9613.4313.9613.4314.5512.4713.4311.6412.479.97
TEST 9
184
LID 8Ksphi:Ks.'
56.10E-04
dtheta 1%10000Ko
seG min
60120180240300360420480540600660720780840900960
10201 08011401200126013201 380
0.00040.02340.1 3070.40320.93021.80503.12264.98137.4790
10.715412.272812.346612.403812.450212.489112.521512.549612.574112.595712.614412.631712.646812.6605
I234567Bo
10
11
12
131415
16
17
18
19
2021
2223
0.000000010.000000650.00000363
0.00001 120.000025840.000050140.000086740.000138370.000207750.000297650.000340910.000342960.000344550.000345840.000346920.00034782
0.00034860.000349280.00034988
0.00035040.00035088
0.00035130.00035168
END OF PLOT
cm/sec mm/hrMax Runoff Actual Runoff(mm/hr) (mm/hr)
%Difference
TEET 9
ILIDphi.Ks;
sec
1,04.25E-03
dthetaKo:
15o/o
10000
mrn
60120180240300360420480540600660720780840900960
10201 08011401200126013201 38014401 500
1 1.24E-052 5.16E-053 1.49E-044 3.44E-045 6.67E-046 1,16E-037 1.77E-03I 2.11E-03I 2.20E-03
10 2,23E-03"t1 2.23E-0312 2.23E-0313 2.23E-0314 2.23E-0315 2.23E-0316 2.23E-0317 2.23E-0318 2.23E-0319 2.23E-0320 2.23E-0321 2.23E-O322 2.23E-0323 2.23E-0324 2.23E-0325 2.23E-03
0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+OO0.00E+000.00E+005.39E-045.55E-045.60E-045.61E-045.62E-045,63E-045.64E-045.64E-045.64E-045.65E-045,65E-045,65E-045.66E-045.66E-045,66E-045.66E-04
0.00.41.95.4
12.424.041.663.776.079.380.180.380.480.480.480.480.480.480.480.480.480.480.480.480.480.4
0.00.00.00.00.00.00.00.00.0
19.420.024.120.220.220.320.320.320.320.320.320.420.420.420.420.4
TEST 9
EPS
cm/sec mm/hr
ENU OI- PLO I
cm/sec mm/hr
MaxRunoff(mm/hr)
ACtUatRunoff %(mm/hr) Difference
186
FIGURE A.13
Rain/Runoff Hydrograph - I
o
oo
=o.t)
35%
30%
25o/o
20%
15o/o
10%
5o/o
Oolo
80
70
60
50
40
30
20
10
0
4550 {0 {5 20 25 30
Elapsed Time (min)
35 40 50
TEST 9
*SoilProbe 1
+Soil Probe 2
+soilProbe 3
Simulated Rain(mm/hr)
ModelPrediction(mm/hr)
-Measured
Plot Runoff(mm/hr)
I-
r87
MOBILE TEST #8 (TEST 10)10/26f2UM Plot Parameters Start Time:Deer Park South Siope: 4:1 End Time:US 395 MP 171.4 RT Length (cm): 400 Test Duration:
Width (cm): 105 Model PlotArea (m2):
Plot Area 1m21: l.zoVegitation: heavy ryegrass (90%)
lnitial Theta: 18.4o/o
Final Theta: 28.5oh
dtheta: 10.1%
0:42:00 21.9113.41
Normalized RatesMax Runoff Rate (mm/hr): 14.8
Rain-on Rate (mm/hr): 32.1RunoffPercentage: 46,3%
'12:25
13:07Estimated Ke (from plot):
mm/hr cm/s6.098-04
Volumetric Rates(Umin): 3.31(Umin): 7.16
46.3%
Month day Year Hour Minute Second lnterual Total, s* Total, min tipslmin gatlmin ft3 /min m3 lmin in/hr mm/hr0
26.539.549.5
09
18.526.535.543.551.559.5
815.523.530.538
44.552585.51219
25.532.538.545.551.558.54.5
TEST 1O
10264102641026410264102641026410264't0 26 410264102641026410264102641026410264102641026410264102641026410264102641026410264102641026410264102641026410264
121212121212121212121212121212121212121212121212121212121212
25424242434343434343434344444444444444445454545454545454546
0 0.00 0.00 0.00 0.00 0.000 0.000 0.00 0.001M6.50 1046.50 17.44 0.06 0.00 0.000 0.000 0.00 0.0513.00 1059.50 17.66 4.62 0.25 0.033 0.001 0.17 4.2010.00 1069.50 17.83 6.00 0.32 0.043 0.001 0.22 5.4710.50 1080.00 18.00 5.71 0.31 0.041 0.001 0.20 5.219.00 1089.00 18.15 6.67 0.36 0.048 0.001 0.24 6.079.50 1098.50 18.31 6.32 0.34 0.045 0.001 0.23 5.758.00 1106.50 18.44 7.50 0.40 0.054 0.002 0.27 6.839.00 1115.50 18.59 6.67 0.36 0.048 0.001 0.24 6.078.00 1123.50 18.73 7.50 0.40 0.054 0.002 0.27 6.83B.00 1 131 .50 18.86 7.50 0.40 0.054 0.002 0.27 6.838.00 1 139.50 18.99 7.50 0.40 0.054 0.002 0,27 6.838.50 1148.00 19.13 7.06 0.38 0.051 0.001 0,25 6.4s7.50 1155.50 19.26 8.00 0.43 0.058 0.002 0.29 7.298.00 1163.50 19.39 7.50 0.40 0.054 0.002 0.27 6.837.00 1170.50 19.51 8.57 0.46 0.062 0.002 0.31 7.817.50 'r 178.00 19.63 8.00 0.43 0.058 0.002 0.29 7.296.50 1184.50 19.74 9.23 0.50 0.066 0.002 0.33 8.417.50 1192.00 19.87 8.00 0.43 0.058 0.002 0.29 7.296.00 1198.00 19.97 10.00 o.il 0.072 0.002 0.36 9.117.50 1205.50 20.09 8.00 0_43 0.058 0.002 0.29 7.296.50 1212.00 20.20 9.23 0.50 0.066 0.002 0.33 8.417.00 1219.00 20.32 8.57 0.46 0.062 0.002 0.31 7.816.50 1225.50 20.43 9.23 0.50 0.066 0.002 0.33 8.417.00 't232.50 20.54 8.57 0.46 0.062 0.002 0.31 7.816.00 1238.50 20.d4 10.00 0.54 0,072 0.002 0.36 9.117.OO 1245.50 20.76 8.57 0.46 0.062 0.002 0.31 7.816.00 1251.50 20.86 10.00 0.54 0.072 0.002 0.36 9.117.00 1258.50 20.98 8.57 0.46 0.062 0.002 0.31 7.816.00 12U.50 21.08 10.00 0.54 0.072 0.002 0.36 9.11
188
Month day Year Hour Minute Second lnterual Tobl, sec Total, min tips/min gal/min ft3 /min m3 lmin in/hr mm/hr464646464646464646474747474747474747474748484848484848484848484949494949494949494949
102641026410264102641026410264102641026410264102641026410264102641026410264102641026410264102641026410264't0 26 4102641026410264102641026410264102641026410264102641026410264102641026410264't0 26 410264102641026410264
1212121212121212121212121212121212't21212121212121212121212121212121212121212121212't2
6.506.006.505.506.005.506.505.006.505.006.505.006.005.506.005.006.005.006.004.506.004.506.004.505.504.505.505.005.504.505.504.505.504.506.004.505.004.505.505.005.005.00
11
1723.52935
40.54752
58.53.5101521
26.532.537.543.548.554.5595
9.515.520
25.530
35.540.546
50.5560.56
10.516.521
2630.s3641
4651
1271.001277.001283.501289.001295.001300.501307.001312.OO
1318.501323.501330.001335.001341.001346.501352.501357.501363.501368.501374.501379.001385.001389.501395.501400.001405.501410.00141 5.501420.501426.001430.501436.001440.501446.001450.501456.501461.001466.001470.501476.001481.001486.001491.00
9.2310.009.2310.9110.0010.919.2312.009.2312.O0
9.2312.0010.0010.9110.0012.0010.0012.0010.0013.3310.0013.3310.0013.3310.9113.3310.9112.0010.9113.3310.9113.3310.9113.3310.0013.3312.0013.3310.9112.0012.0012.OO
0.500.540.500.590.540.590.500.650.500.650.500.650.540.590.540.650.540.650.54o.720.54o.720.540.720.590.720.590.650.590.720.59o.720.590.720.54o.720.650.720.590.650.650.65
0.0660.0720.0660.0780.0720.0780.0660.0860.0660.0860.0660.086o.o720.078o.0720.0860.0720.0860.0720.0960.0720.0960.0720.0960.0780.0960.0780.0860.0780.0960.0780.0960.0780.0960.0720.0960.0860.0960.0780.0860.0860.086
0.0020.0020.0020.0020.0020.0020.0020.002o.o020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.0030.0020,0030.0020.0030.0020.0030.0020.0030.0020.0020.0020.002
0.330.360.330.390.360.390.330.430.330.430.330.430.360.390.360.430.360.430.360.480.360.480.360.480.390.480.390.430.390.480.390.480.390.480.360.480.430.480.390.430.430.43
8.419.118.419.949.119.948.4110.938.4110.938.4110.939.119.949.1110.939.1110.939.1112.159.'t l12.159.1112.159.9412.159.9410.939.9412.159.9412.159.9412.159.1112.1510.9312.159.9410.9310.9310.93
21.1821.2821.3921.4821.5821.6821.7821.8721.9822.0622.1722.2522.3522.4422.il22-6322.7322.8122.9122.9823.0823.1623.2623.3323.4323.5023.5923.6823.n23.U23.9324.0124.1024.1824.2824.3524.4324.5124.6024.6824.7724.85
TEST 1O
189
Month day Year Hour Minute Second lnterval ToaL sec Total, min tips/min gallmin ft3 /min mt lmin in/hr mm/hr262626262626262626262626262626262626262626262626262626262626262626262626262626262626
444444444444444444444444444444444444444444
1010101010101010101010101010101010101010101010101010101010101010101010101010101010't0
121212121212121212121212121212121212121212121212121212121212121212
121212121212121212
495050505050505050505050505'l51
51
51
51
51
51
51
51
51
51
51
5252525252525252525252525353535353
56.51
6.5't11722
27.532.538.543
48.553.5593.5o
13.519.524
29.5u39
43.549
53.558.5
38
12.518
22.527.531.53741
4650.555.5
05o
1418.5
5.504.505.504.506.005.005.505.006.004.505.505.005.504.505.504.506.004.505.504.505.004.505.504.505.004.505.004.505.504.505.004.005.504.005.004.505.004.505.004.005.004.50
1496.501501.001506.5015't 1.001517.001522.001527.501532.501538.501543.001548.501553.501559.001563.501569.001573.501579.501584.001589.501594.001599.001603.501609.001613.501618.50't623.00
1628.001632.501638.001&r2.501U7.501651.501657.001661.001666.001670.501675.501680.001685.001689.001694.001698.s0
10.9113.3310.9113.3310.00't2.oo10.9112.0010.0013.3310.9112.0010.9113.3310.9113.3310.0013.3310.9113.3312.O0
13.3310.9113.3312.0013.3312.0013.3310.9113.3312.0015.0010.9115.0012.0013.3312.0013.33't2.00
15.0012.0013.33
0.59o.720.59o.720.540.650.s90.650.54o.720.590.650.590.720.590.720.540.720.59o.720.65o.720.59o.720.650.720.65o.720.590.720.650.810.5s0.810.650.720.65o.720.650.810.6so.72
0.0780.0960.0780.0960.0720.0860.0780.086o.0720.0960.0780.0860.0780.0960.0780.096o.0720.0960.0780.0960.0860.0960.0780.0960.0860.0960.0860.0960.0780.0960.0860.1080.0780.1080.0860.0960.0860.0960.0860.1080.0860.096
0.0020-0030.0020.0030.0020.0020.0020.0020.0020.0030.0020.0020.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0020.003
0.390.480.390.480.360.430.390.430.360.480.390.430.390.480.390.480.360.480.390.480.430.480.390.480.430.480.430.480.390.480.430.540.390.540.430.480.430.480.430.540.430.48
9.9412.159.9412.159.1110.939.9410.939.1112.159.9410.939.9412.159.9412-159.1112.159.9412.1510.9312.159.9412.1510.9312.1510.9312.159.9412.1510.9313.679.9413.6710.9312.1s10.9312.1510.9313.6710.9312.15
24.9425.0225.'t125.1825.2825.3725.4625.*25.U25.7225.8125.8925.9826-0626.1526.2326.3326.4026.4926.5726.6526.7326.8226.8926.9827.0527.1327.2127.3027.n27.4627.5327.6227.6827.7727.U27.9328.0028.0828.1528.2328.31
TEST 1O
190
Month dav Yeg.r Hour Minute Second Interval Total, sec Total, min tips/min gal/min ft' lmin m3 lmin in/hr mm/hr101010101010101010101010101010101010101010101010101010101010't0
1010101010101010101010
12121212
12
12121212121212121212121212121212121212121212
12
1212121212121212121212121212
444444444444444444444444444444444444444444
262626262626262626262626262626262626262626262626262626262626262626262626262626262626
53535353535353535354a4545454545454,4545454,45455555555555555555555555555555656565656
23.527-532.536.541.545.550.554.5593812
16.52025
28.53337
41.545.550
53.5582
6.51015
18.52327
31.535
39.543.548
51.5560
4.58.51317
5.004.005.004.005.004.005.004.004.504.005.004.004.503.505.003.504.504.004.504.004.503.504.504.004.503.505.003.504.504.004.503.504.504.004.503.504.504.004.504.004.504-00
1703.501707.501712.501716.501721.501725.501730.501 734.501739.00't743.OO
1748.O01752.001756.501760.001765.00't768.50
1773.001777.001781.501785.501790.001793.501798.001802.001806.501810.001815.001818.501823.001827.001831.501835.001839.501843.501848.001851.501856.001860.001804.501868.501873.001877.OO
12.00't5.0012.O0
15.0012.O0
15.0012.0015.0013.3315.0012.0015.0013.3317.1412.O0
17.1413.3315.0013.3315.0013.3317.1413.3315.0013.3317.1412.0017.1413.3315.0013.3317.1413.3315.0013.3317.1413.3315.0013.33't5.0013.3315.00
0.650.810.650.810.650.810.650.810.720.810.650.81o.720.920.650.92o.720.810.720.810.720.920.720.81o-72o.920.650.92o.720.81o.720.920.720.81o.72o.92o.720.810.720.81o.720.81
0.0860.1080.0860.1080.0860.1080.0860.1080.0960.1080.0860.1080.096o.1230.0860.1230.0960.1080.0960.1080.0960.1230.0960.1080.09601230.0860.1230-0s60.1 080.0960.1230.0960.1080.0960.1230.0960.1080.0960.1080.0960.108
0.0020.0030.0020.0030.0020.0030.0020.0030.0030.0030.0020.0030.0030.0030.0020.0030.0030-0030.0030.0030.0030.0030.0030.0030.0030.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003
0.430.540.430.540.430.540.430.540.480.il0.430.540.480.610.430.610.480.340.480.540.480.610.480.540.480.610.430.610.480.540.480.610.480.540.480.610.480.5.4
0.480.540.480.54
10.9313.6710.9313.6710.9313.6710.9313.6712.1513.6710.9313.6712.1515.6210.9315.6212.1513.6712.1513.6712.1515.6212.1513.6712.1515.6210.9315.6212.1513.6712.1515.6212.1513.6712.1515.6212.1513.6712.1513.6712.1513-67
28.3928-4628.il28.6128.6928.7628.U28.9128.9829.0529.1329.2029.2829.3329.4229.4829.5s29.6229.6929.7629.8329.8929.9730.0330.1 1
30.1730.2530.3130.3830.4530.5330.5830.6630.7330.8030.8630.9331_00
31.0831.1431.2231.28
TEST 1O
191
Month day Year Hour Minute Second lnterual Total, sec Total, min tips/min gatlmin ft' tmin mt /min in/hr mm/hr10101010't0
101010101010101010101010't0101010'10
1010101010101010101010101010101010101010
262626262626262626262626262626262626262626262626262626262626262626262626262626262626
21.525.530u
38.542.54751
5659.54.58
12.516.521
2529.53338
41.546
49.554
57.52
5.510
13.518
21.5263034
37.542
45.550
53.5581.55.5o
4.504.004.504.004.504.004.504.005.003.505.003.504.504.004.504.004.503.505.003.504.503.504.503.504.503.504.503.504.503.504.504.004.003.504.503.504.503.504.503.s04.003.50
31.3631.4331.5031.5731.6431.7131.7831.8531.9331.9932.0832.1332.2132.2832.3532.4232.4932.5532.6332.6e32.7732.8332.9032.9633.0333.0933.1733.2333.3033.3633.4333.5033.5733.6333.7033.7633.8333.8933.9734.0334.0934.15
't3.33
15.0013.3315.0013.3315.0013.3315.0012.O017.14't2.0017.1413.3315.0013.3315.0013.3317.1412.0017.1413.3317.1413.3317.1413.3317.1413.3317.1413.3317.1413.3315.0015.0017.1413.3317.1413.3317.1413.3317.1415.0017.14
0.720.810.720.810.720.81o.720.810.650.920.650.92o.720.81o.720.810.720.920.650.92o.720.92o.720.92o.720.92o.720.92o.720.920.720.810.810.92o.720.92o.720.920.720.920.810.92
0.0960.1080.0960.1080.0960.1080.0960.1080.0860.1230.086o.1230.0960.1080.0960.1080.096o.1230.0860j230.0960.1230.096o.1230.096o.1230.0960.1230.0960j230.0960.1080.1080.1230.096oj230.096o.'t230.0960j230.1080.123
0.0030.0030.0030.0030.0030.0030.0030.0030.0020.0030.0020.0030.0030.0030.0030.0030.0030.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.oo30.0030.0030.0030.0030.0030.0030.003
0.480.540.480.540.48o.540.480.540.430.610.430.610.480.540.480.540.480.610.430.610.480.610.480.610.480.610.480.610.480.610.480.540.540.610.480.610.480.610.480.610.540.61
12.1513.6712.1513.6712.1513.6712.1513.6710.9315.6210.9315.62't2.1513.6712.1513.6712.1515.6210.9315.6212.1515.6212.1515.6212.1515-6212.1s15.6212.1515.6212.1513.6713.6715.62'12.15
15.6212.1515.6212.1515.6213.6715.62
12121212121212
121212't2121212121212121212121212121212121212121212
12
121212121212121212
444444444444444444444444444444444444444444
565656565656565656565757575757575757575757575757585858585858585858585858585858595959
1881.501885.501890.001894.001898.501902.501907.00191 1.001916.001919.501924.501928.001932.501936.501941.001945.001949.501953.001958.001961.501966.001969.501974.O01977.501982.001985.501990.001993.501998.002001.502006.002010.002014.002017.502022.002025.502030.002033.502038.002M1.502(X5.502049.00
TEST 1O
192
Month day Yar Hour Minute Second lnteval Tohl, s* Total, min tipslmin gatlmin ft3 lmin m3 lmin in/hr mm/hr444444444444444444444444444444444444444444
262626262626262626262626262626262626262626262626262626262626262626262626262626262626
101010101010101010101010101010101010't0
1010101010101010101010101010101010101010101010
121212121212121212121212121313131313131313131313131313't3
1313't3
131313131313't3
13131313
595959595959595959595959590000000000000001
1
1
1
1
1
1
1
1
1
1
1
1
1
1316.521
24.528.532
36.539.544
47.551.555
59.53
7.511
1518.523
26.530.5v
38.542
46.550
54.557.5
25.510
13.517.521
25.528.53336
40.543.547.5
51
4.003.504.503.504.003.504.503.004.503.504.003.504.503.504.503.504.003.504.503.504.003.s04.503.504.503.504.503.004.503.504.503.504.003.504.503.004.503.004.503.004.003.50
2053.002056.502061.0020&1.502068.502072.O02076.502079.502084.002087.502091.502095.002099.502103.002107.502111.O021 15.002118.502123.O02126.502130.5021U.002138.502142.002146.502150.0021il.502157.502162.002165.502170.002173.502177.502181.002185.502188.502193.002196.002200.502203.502207.502211.OO
u.22u.2834.3534.4134.4834.5334.6134.6634.73u.7934.86u.9234.9935.0535.1335.1835.2535.3135.3835.4435.5135.5735.4n35.7035.7835.8335.9135.9636.0336.0936.1736.2336.2936.3536.4336.4836.5536.6036.6836.7336.7936.85
15.0017.1413.3317.1415.0017.1413.3320.0013.3317.1415.0017.1413.3317.1413.3317.1415.0017.1413.3317.1415.0017.'t413.3317.1413.3317-1413.3320.0013.3317.1413.3317.1415.0017.1413.3320.0013.3320.0013.3320.0015.0017.14
0.810.920.720.920.810.92o.721.08o.720.920.810.92o.720.92o.720.920.810.920.720.920.810.92o.720.92o.720.920.721.080.720.92o.720.920.810.920.721.080.721.080.721.080.810.92
0.108o.1230.os60.1230.1080.1230.096o.1440.0960.1230.108o.1230.0960.1230.0960.1230.1080.1230.0960.1230.1080.1230.096oj230.0960.1230.0960.1440.096o1230.096o.1230.1080.1230.0960.1440.096o.1440.0960.1440.108o123
0.0030.0030.0030.0030.0030.0030.0030.0040.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0(M0.0030.0030.0030.0030.0030.0030.0030.0(x0.0030.0040.0030.0040.0030.003
0.540.610.480.610.540.610.480.720.480.610.540.610.480.610.480.610.540.610.480.610.540.610.480.610.480.610.480.720.480.610.480.610.540.610.48o.720.480.720.48o.720.540.61
13.6715.6212.1515.6213.6715.6212.1518.2212.1515.6213.6715.6212.1515.6212.1515.6213.6715.6212.1515.6213.6715.6212.1515.6212.1515.6212.15'18.22
12.151s.6212.1515.6213.6715.6212.1518.2212.1518.2212.1518.2213.6715.62
TEST 1O
r93
Month day Yar Hour Alnute Second lnterual Total, sec Total, min tips/min gallmin ft3 lmin m, lmin in/hr mm/hr262626262626262626262626262626262626262626262626262626262626262626262626262626262626
444444444444444444444444444444444444444444
1010101010101010101010101010101010101010101010101010101010101010101010101010't0
101010
13131313131313131313131313't313
13131313131313131313131313131313131313131313131313't3
13
1
1
222222222222222223J
333333333333334444444
55582.55.59.512.516.520242731
u38
41.545
48.552.555.559.52.57101417
21.524.5293236
39.s4447
51.554.5592.56.51014
17.521.525
4.003.004.503.004.003.004.003.504.003.004.003.004.003.503.503.504.003.004.003.004.503.004.003.004.503.004.503.004.003.504.503.004.503.004.503.504.003.504.003.504.003.s0
2215.002218.O02222.502225.502229.502232.502236.502240.002244.002247.OO
2251.OO22s.OO2258.00226',1.50
2265.O02268.502272.502275.502279.502282.sO2287.002290.002294.W2297.002301.502304.502309.002312.O02316.002319.502324.002327.O02331.502334.502339.002v2.so2346.502350.002344.002357.502361.502365.00
36.9236.9737.0437.0937.1637.2137.2837.3337-4037.4537.5237.5737.6337-6937.7537.8137.8837.9337.9938.0438.1238.1738.2338.2838.3638.4138-4838.5338-6038.6638.7338.7838.8638.9138.9839.0439.1 1
39.',t739.2339.2939.3639.42
15.0020.0013.3320.0015.0020.0015.0017.1415.0020.0015.0020.0015.0017.1417.1417.1415.0020.0015.0020.0013.3320.001s.0020.0013.3320.0013.3320.0015.0017.1413.3320.0013.3320.0013.3317.1415.0017.1415.0017.1415.0017.14
0.811.080.721.080.811.080.810.920.811.080.811.080.81o.92o.920.920.811.080.811.080.721.080.811.080.721.08o.721.080.810.920.721.080.721.08o.720.920.810.920.810.920.810.92
0.1080.1440.0960.1440.10841440.1080.1230.1080.1440.108o.1440.1080.1230.1230.1230.1080jM0.1080.1440.0960.1440.1080.1440.096o.1440.0960.1440.10801230.0960.1440.096o.1440.0960.1230.1080.1230.108o.1230.108o.123
0.0030.0040.0030.0040.0030.0040.0030.0030.0030.0040.0030.0040.0030.0030.0030.0030.0030.0040.0030.0040.0030.0040.0030.0040.0030.0(X0.0030.0040.0030.0030.0030.0040.0030.0040.0030.0030.0030.0030.0030.0030.0030.003
0.540.720.480.720.540.720.540.610.540.720.u0.720.540.610.610.610.54o.720.540.720.480.720.540.720.480.720.480.720.540.610.480.720.480.720.480.610.440.610.540.610.540.61
13.6718.2212.1518.2213.6718.2213.6715.6213.6718.2213.6718.2213.6715.6215.6215.6213.6718.2213.6718.2212.1518.2213.6718.2212.1518-2212.1518.2213.6715.6212.1518.2212.1518.2212.1515.6213.6715.6213.6715.6213.6715.62
TEST 1O
194
Month day Year Hour Minute Secoad Interval Total, s* Total, min tips/min gat/min ftt lmin mt lmin in/hr mm/hr1010101010101010101010101010101010101010101010101010101010101010101010't0
101010101010
262626262626262626262626262626262626262626262626262626262626262626262626262626262626
131313131313
13
1313131313131313131313131313131313131313131313131313131313131313131313
444444444444444444444444444444444444444444
4444444445555
555555555555
56666666666666666
2932.536.539.5444751
54.558.5
26
9.513.51721
2428
31.535.538.542.545.549.552.556.559.5
36.510131720242731
u3841
4548.553
56.5
4.003.504.003.004.503.004.003.504.003.504.003.504.003.s04.003.004.003.504.003.004.003.004.003.004.003.003.503.503.503.004.003.004.003.004.003.004.003.004.003.504.503.50
2369.002372.502376.502379.502384.002387.002391.002394.502398.s02402.O02406.002409.502413.502417.O02421.O02424.002428.002431.502435.502438.s02442.502445.502449.502452.502456.502459.502463.002466.502470.0O2473.OO
2477.0O2480.0024a4.002487.002491.002494.002498.002501.002505.002s08.s02513.002516.50
1s.0017.1415.0020.0013.3320.0015.0017.1415.0017.1415.0017.1415.0017.1415.0020.0015.0017.1415.0020.0015.0020.0015.0020.0015.0020.0017 -1417.1417.1420.0015.0020.0015.0020.0015.0020.0015.0020.0015.0017-1413.3317-14
0.81o.920.811.080.721.080.810.920.81o.920.810.920.810.920.811.080.810.920.811.080.811.080.8'l1.080.811.080.920.920.921.080.811.080.811.080.811.080.811.080.81o.92o.720.92
0.108o.1230.1080.1440.096o.1440.108o.1230.108oj230.108o.1230.108o.1230.1080.1440.1 080.1230.108o.1440.108o.1440.108o.1440.108o.1440.123oj23o123o.1440.108o.1440.108o.1440.108o.1440.1080.1440.10801230.0960.123
0.(X)30.0030.0030.0040.0030.0040.0030.0030.0030.0030.0030.0030.0030.0030.0030.0040.0030.0030.0030.0040.0030.0040.0030.0040.0030.0040.0030.0030.0030.0040.0030.0040.0030.0040.0030.0040.0030.0040.0030.0030.0030.003
0.u0.610.540.720.48o.720.540.6r0.340.610.5.4
0.610.540.610.540.720.t40.610.54o.720.54o.720.540.720.540.720.610.610.610.720.540.720.540.720.540.72o.t4o.720.90.610.480.61
13.6715.6213.6718.2212.1518.2213.6715.6213.6715.6213.6715.6213.6715.6213.6718.2213.6715.6213.6718.2213.6718.2213.6718.2213.6718.2215.6215.6215.6218.2213.6718.2213.6718.2213.6718.2213.6718.2213.6715.6212.1515.62
39.4839.5439.6139.6639.7339.7839.8539.9139.9840.0340.1040.1640.2340.2840.3540.4040.4740.5340.5940.u40.7140.7640.8340.8840.9440.9S41.0541.1141.1741.2241.2841.3341.4041.4541.5241.5741.6341.6841.7541.8141.8841.94
TEST 1O
195
Month day Year Hour Minute Secoad Intervat Total, sec Total, min tips/min gallmin ft3 lmin mt lmin in/hr mm/hr262626262626262626262626262626262626262626262626262626262626262626262626262626262626
444444444444444444444444444444444444444444
1010101010101010101010101010101010101010't0
101010101010101010101010101010101010101010
131313131313131313131313131313131313131313131313131313131313131313131313131313131313
777777777778888888Ioo
II1010101011
11
11
121213131414151516171819
1
510
14.520
24.530.535.54248551.59.516.526u
44.5545
15.528
39.553.5
72338
56.513.5
v53.517.5407
323
33.510
46.53219
21.539
4.504.00s.004.505.504.506.00s.006.506.007.006.508.007.009.508.0010.509.50
1 1.0010.5012.5011.5014.0013.5016.0015.0018.5017.0020.5019.5024.0022.5027.0025.0031.0030.5036.5036.s045.5047.0062.5077.50
2521.OO
2525.002530.0025U.502#O.OO2il4.502550.502555.502562.002568.002575.002581.502589.502596.502606.002614.OO
2624.502634.002445.002655.502668.002679.502693.502707.OO
2723.042738.002756.502773.502794.002813.s02837.502860.002887.002912.OO
2943.002973.503010.003046.503092.003139.003201.503279.O0
42.0242.O842.1742.2442.3342.4142.5142.5942.7042.8042.9243.0343.1643.2843.4343.5743.7443.90214.08
44.2644.4744.6644.8945.1245.3845.6345.9446.2346.5746.8947.2947.6748.1248.5349.0549.5650.1750.7851.5352.3253.3654.65
TEST 1O
13.3315.0012.0013.3310.9113.3310.0012.009.2310.008.579.237.508.576.327.505.716.325.455.714.805-224.294.443.754.003.243.532.933.082.502.672.222.401.941.97f.il1.641.321.280.960.77
0.0960.1080.0860.0960.0780.096o.o720.0860.066o.o720.0620.0660.0540.0620.()450.0540.0410.0450.0390.0410.0350.0380.0310.0320.0270.0290.0230.025o.0210.0220.0180.0190.0160.0170.0140.0140.0't20.0120.0090.0090.0070-006
0.0030.0030.0020.0030.0020.0030.0020.0020.0020.0020.0020.0020.0020.0020.0010.0020.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.00'1
0.0010.0000.0000.0000.0000.0000.0000.0000.0000.0000.000
12.1513.6710.9312.159.9412.159.1110.938.419.117.818.416.837.815.756.835.215.754.97s.214.374.753.904.053.423.642.953.222.672.802.282.432.022.191.761.791.501.501.201.160.870.7',\
o.720.810.650.720.590.720.540.650.500.540.460.500.400.460.340.400.310.340.290.310.26o.28o.23o.240.20o.22o.170.190.160.170.13o.140.120.130.100.110.090.090.070.070.050.04
0.480.540.430.480.390.480.360.430.330.360.310.33o.270.31o.230.270.20o.23o.200.200.170.190.150.160.130.140.120.130.100.110.090.100.080.090.070.070.060.060.050.050.030.03
t96
Jonth &y Yaar lfutr Mioufe S*qd kttsval T&Ls* Tohl,min lips/rdn gdlnin fithnin m3rtnin lr/trr mrn/tn44
na
1010
1313
2223 45.5
0.5 1415) gm.fi 57.01 0-42 0.92 0.003 0.rn0 0.02 0.39105.00 3525.50 58.76 0.57 0.03 0.m4 0.m0 0.w 0.52
TEST 10
197
Applied Rain and Runon Quanliti*
nrr?c Rain Runon Runon(nin) (ntnw @atlmin) (m3lmin)
Rainfall Vefification
042.N42.W
32.132.10.0
1.31.30.0
0.174o.174 115 32.1
d92E{3492E-03
0.0
ElftctiveAssoctafed Assoctrd Tobl lrflowto
Runon tmper7/ioas trrryewirc Toaliflflow infuet Plotonly(ft'lmdn) L€nt (rn) Lenfi(fO @r3/nin) t&limin) (mruhO
4.778.77
0.0
2't'a&a
0.0
7.16E-{r37.16E-O3
0.0
o.253o253
102.36
102.360.0
HaFedMeasu"d nne
0.u18
0280.30o.240.28
Spacta,Avg.
Aw. (in/tu)&
1'921.121200.961.12
Wergt@Avg.
( in/hr) &Dev. (mm/hr)
23456
TEST 10
198
SO't MO'STURE PROBE READ'A'GS
Time(actual)
Timemin
ProbeLocations
from top(cm1
Probe { Probe 2 Probe 3
12:2512:3012:3512:4012:4512:5012:5513:0013:07
05.00
'10.00
15.0020.0025.0030.0035.0042.00
'l9.Oo/o '17.3o/o 18.8o/o
28.9o/o 17.60/o 19.9o/o
28.8o/o 28.0% 20.2o/o
28.9o/o 27.9% 28.1o/o
28.9o/o 27.8o/o 28.1o/o
28-9o/o 28.2% 28.1%28.8o/o 28-4o/o 28.2o/o
28.9o/o 28.3o/o 28.1o/o
28.7o/o 28.2% 27.9o/o
Probe 1:
Probe 2:Probe 3:
100200300
Avenge I n itia I Mo istu re :Average Max Moisture:dtheta:
18.4%28.5%10.1%
TEST 1O
r99
PLOT HYDRAULIC CONDUCTTVTTY ESTTMATTON (RAIN-ONLY / TEST 8 DATA)
Rainfall VerificationSpacialAvg.
Avg. ( in/hr) &lntensity (mm/hr) Std. Dev.
ElapsedMeasured nme
# Depth (in) (min)
WeightedAvg.
(in/hr) &( mm/hr) Time lntensity
KeKe(in/hr) (mnr'hr) Ke (cm/sec)
0.86 21.9 6.086E-041
23456
0.18o.230.280.400.450.55
o.720.921-121.601.802.20
| 1.3s1
35.40.567615 1.38
34.90
23.023.O
35.435.4
0
Applied Rain (mm/hr):Plot Area (m2 ):
Steady State Runoff (mm/hr):
34.94.2013.0
Iil
Month Year Hour Minute Second Interual0
2932.5
3740.5
4548
52.556
03.57.511
1518
22.525.5
3033.5
3842
46.551
55.50
sec mtn ft? /min m3 lmin in/hr mm/hr
10101010
1010101010101010101010
101010101010101010
242424242424242424242424242424242424242424242424
4444444444444444444444444
101010101010101011
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12
1414141414141414
14141414141414141414141414141414
029.003.504.503.504.503.004.503.504.003.504.003.504.003.004.503.004.503.504.504.004.504.504.504.50
0.0029.0032.5037.0040.5045.0048.0052.5056.0060.0063.5067.5071.0075-0078.0082.5085.5090.0093.5098.00102.00106.501 1 1.00115,50120.00
0.480.540.620.680.750.800.880.931.001.061.131.181.251.301.381.431.501.561.631.701.78'1.85
1.932.M
2.0717.1413.3317.1413.3320.0013.3317.1415.0017.1415.00'17.14
15.0020.0013.3320.0013.3317.1413.3315.0013.3313.3313.3313.33
0.11o.92o.720.920.721.08o.720.920.810.920.8't0.920.811.080.721.080.720.920.720.810.720.720.720.72
0.0150.1230.096o1230.096o.1440.096o.1230.1080.1230.108o.1230.108o.1440.0960.1440.0960.1230.0960.1080.0960.0960.0960.096
0.0000.0030.0030.0030.0030.0040.0030.0030.0030.0030.0030-0030-0030.0040.0030.0040.0030.0030.0030.0030.0030.0030.0030.003
0.241.961.531.961.532.291.531.961.721.961.721.961.722.291.532.291.531.961.531.721.531.531.531.53
0.006.0249.8738.7949.8738.7958.1838.7949.8743.6449.8743.U49.8743.6458.1838.7958.1838.7949.8738.7943.U38.7938.7938.7938.79
TEST 10
200
Monh day Year Hour Minute Second tnterual Total, sec Total, min tipslmin gal/min ft3 /min mt lmin in/hr mm/hr12
12121212
1212121212
13131313131313131314141414141414141515't51515't51516161616
1616161717
14
1414
14141414't4141414141414141414141414141414
1414141414141414141414
1414141414't4141414
4444444444444444444444444444444444444444444
1010
101010't010101010
1010
1010't01010101010't0
1010101010101010't01010101010
1010101010101010
24242424242424242424242424242424242424242424242424242424242424242424242424242424242424
5.510
15.5202631
3742
48.5*
1
7
1420.527.5u.542.549.557.54.5
12.519.527.5u
41.548.556.5
3.51 1.5
1927.5
354452
1
8.517.525.534.5
4352.5
1
11
5.504.505.504.506.005.006.005.006.505.507.006.007.006.507.007.008.007.008.007.008.007.008.006.507.507.008.007.008.007.508.507.509.008.009.007.509.008.009.008.509.508.5010.00
2.092.172.262.332.432.522.622.702.812.903.023.123.233.U3.463.583.713.833.964.084.214.334.464.574.694.814.945.065.195.325.465.585_73
5.876.026.146.296.436.586.726.887.027.18
10.9113.3310.9113.3310.0012.0010.0012.OO
9.23't0.91
8.5710.008.579.238.578.577.508.577.508.577.508.577.509.238.008.577.508.577.508.007.068.006.677.506.678.006.677.506.677.066.327.066.00
0.590.720.590.720.540.650.540.650.500.590.460.540.460.500.460.460.400.460.400.460.400.460.400.500.430.460.400.460.400.430.380.430.360.400.360.430.360.400.360.380.340.38o.32
0.0780.0960.0780.0960.o720.0860.0720.0860.0660.0780.0620.0720.0620.0660.0620.0620.054o.0620.0540.0620.0540.0620.0540.0660.0580.0620.0540.0620.0540.0580.0510.0580.0480.0540.0480.0580.0480.0540.(X80.0510.0450.0510.043
0.0020.0030.0020.0030.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0010.0020.00'l0.0020.0010.0020.0010.0020.0010.0010.0010.0010.001
1.251.531.251.531.151.371.151.371.061.250.981.150.981.060.980.980.860.980.860.980.860.980.861.060.920.980.860.980.860.920.810.920.760.860.760.920.760.860.760.810.720.810.69
31.7438.7931.7438.7929.0934.9129.0934.9126.8531.7424.9429.0924.9426.8524.9424.9421.8224.942'1.8224.9421.8224.9421.8226.8523.2724.9421.8224.9421.8223.2720.5423.2719.3921.8219.3923.2719.3921.8219.3920-5418.3720.il17.45
125.50130.00135.50140.00146.00151.00157.00162.00168.50174.OO
181.00187.00194.00200.50207.50214.50222.50229.50237.50244.50252.50259.50267.50274.00281.50288.50296.50303.50311.50319.00327.50335.00344.00352.00361.00368.50377.50385.50394.50403.00412.5042't.00431.00
TEST 10
20t
Monlh day Year Hour Minute Second lntewal Total, sec Total, min tips/min gallmin ft3 /min m3 lmin inthr mtnthr10 24 4 14 17 20 9.00 440.00 7.33 6.67 0.36 0.&8 0.001 0.76 19.3910 24 4 14 17 30.5 10.50 450.50 7.51 5.71 0.31 0.(X1 0.001 0.65 16.6210 24 4 14 17 40.5 10.00 460.50 7.68 6.00 0.32 0.043 0.001 0.69 17.4510 24 4 14 17 52 11.50 472.00 7.87 5.22 0.28 0.038 0.001 0.60 15.1810 24 4 14 18 2 10.00 482.00 8.03 6.00 0.32 0.043 0.001 0.69 17.4510 24 4 14 18 13.5 11.50 493.50 8.23 5.22 0.28 0.038 0.001 0.60 't5.1810 24 4 14 18 24.5 11.00 5M.50 8.41 5.45 0.29 0.039 0.001 0.62 15.8710 24 4 14 '18 36.5 12.00 516.50 8.61 5.00 0.27 0.036 0.001 0.57 14.5510 24 4 14 18 47.5 'r 1.00 527 .50 8.79 5.45 0.29 0.039 0.001 A.62 15.8710 24 4 14 '19 0 12.50 540.00 9.00 4.80 0.26 0.035 0.001 0.55 13.9610 24 4 14 19 12 12.00 552.00 9.20 5.00 0.27 0.036 0.001 0.57 14.5510 24 4 14 19 25 13.00 565.00 9.42 4.62 0.25 0.033 0.001 0.53 13.4310 24 4 14 19 37.5 12.50 577.50 9.63 4.80 0.26 0.035 0.001 0.55 13.9610 24 4 14 19 52.5 15.00 592.50 9.88 4.00 0.22 0.029 0.001 0.46 11.6410 24 4 14 20 6 13.50 606.00 10.10 4.44 0.24 0.032 0.001 0.51 12.9310 24 4 14 20 21.5 15.50 621.50 10.36 3.87 0.21 0.028 0.001 0.44 11.2610 24 4 14 20 35.5 14.00 635.50 10.59 4.29 0.23 0.031 0.001 0.49 12.4710 24 4 14 20 52 16.50 652.00 10.87 3.64 0,20 0.026 0.001 0.42 10.5810 24 4 14 21 7.5 15.50 667.50 11.13 3.87 0.21 0.028 0.001 0.44 11.2610 24 4 14 21 25 17.50 685.00 11.42 3.43 0.18 0.025 0.001 0.39 9.9710 24 4 14 21 41 16.00 701.00 11.68 3.75 0.20 0.027 0.001 0.43 10.91
10 24 4 14 21 58.5 17.50 718.50 ',r1.98 3.43 0.18 0.025 0.001 0.39 9.9710 24 4 14 22 14 15.50 734.00 12.23 3.87 0.21 0.028 0.001 0.44 11.2610 24 4 14 22 30 16.00 750.00 12.50 3.75 0.20 0.027 0.001 0.43 10.9110 24 4 14 22 43.5 13.50 763.50 12.73 4.44 0.24 0.032 0.001 0.51 12.9310 24 4 14 22 58.5 15.00 778.50 12.98 4.00 0.22 0.029 0.001 0.46 11.U10 24 4 14 23 't 1.5 13.00 791.50 't 3.19 4.62 0.25 0.033 0.001 0.53 13.4310 24 4 14 23 25.5 14.00 805.50 13.43 4.29 0.23 0.031 0.001 0.49 12.4710 24 4 14 23 37.5 12.00 817.50 13.63 5.OO O.27 0.036 0.001 0.57 14.5510 24 4 14 23 50.5 13.00 830.50 13.84 4.62 0.25 0.033 0.001 0.53 13.4310 24 4 14 24 2 11.50 842.00 14.03 5.22 0.28 0.038 0.001 0.60 15.1810 24 4 14 24 14.5 12.50 854.50 14.24 4.80 0.26 0.035 0.001 0.55 13.9610 24 4 14 24 24.s 10.00 864.50 14.41 6.00 0.32 0.043 0.001 0.69 17.4510 24 4 ',t4 24 36.5 12.00 876.50 14.61 5.00 0.27 0.036 0.001 0.57 14.5510 24 4 14 24 46.5 10.00 886.50 14.78 6.00 0.32 0.043 0.001 0.69 17.45't 0 24 4 14 24 58 11.50 898.00 14.97 5.22 0.28 0.038 0.001 0.60 15.1810 24 4 14 25 I 10.00 908.00 15.13 6.00 0.32 0.043 0.001 0.69 17.4510 24 4 14 25 19 11.00 919.00 15.32 5.45 0.29 0.039 0.001 0.62 15.8710 24 4 14 25 28.5 9.50 928.50 15.48 6.32 0.34 0.(X5 0.001 0.72 18.3710 24 4 14 25 39.5 11.00 939.50 15.66 5.45 0.29 0.039 0.001 0.62 15.8710 24 4 14 25 49 9.50 949.00 15.82 6.32 0.34 0.045 0.001 0-72 18.3710 24 4 14 26 0.5 11.50 960.50 16.01 5.22 0.28 0.038 0.001 0.60 15.1810 24 4 14 26 10.5 10.00 970.50 16.18 6.00 0.32 0.043 0.001 0.69 17.45
TEST 1O
202
Month day Year Hour Minute Second Interual Total, sec Total, min tipslmin gallmin ftt lmin m" lmin in/hr mm/hr10101010
10101010101010101010101010101010101010101010101010101010101010
2424242424242424242424242424242424242424242424242424242424242424242424
44444444444444444444444444444444444
1414141414141414141414141414141414
14141414141414141414
14
141414
14
141414
2626262627272727282828282929292929303030303031
31
31
31
323232323233333333
2232.544.5
558.5
20.534.547.52.515
30.544.5
014.5
3042.5
567
19.530.545.558.513.5
2740.5
536
18.531.543.557.510.525.539.5
57
11.5010.5012.0010.5013.5012.0014.0013.0015.0012.5015.5014.0015.5014.5015.50't2.5013.5011.0012.50't 1.0015.O0
13.001s.0013.5013.5012.5013.0012.5013.O012.0014.0013.0015.0014.0017.50
982.00992.50't004.501015.001028.501040.501054.501067.501082.501095.001 1 10.501124.50't 140.001 154.501 170.001 182.501 196.001207.001219.501230.501245.501258.501273.501287.001300.50131 3.001326.001338.501351.501363.501377.501390.501405.501419.501437.00
16.3716.5416.7416.9217.1417.U17.5817.7918.0418.25'18.51
18.7419.0019.24't9.5019.7119.9320.1220.3320.5120.7620.9821.2321.4521.6821.8822.1022.3122.5322.7322-9623.1823.4323.6623.95
5.225.715.005.714.445.004.294.624.004.803.874.293.874.143-874.804.445.454.805.454.004.624.004.444.444.804.624.804.625.004.294.624.004.293.43
0.280.31o.270.310.24o.270.23o.25o.220.260.210.230.210.22o.210.260.240.290.260.29o.22o.250.22o.24o.240.260.250.260.250.270.230.250.220.230.18
0.0380.(Xl0.0360.041o-o320.0360.0310.0330.0290.0350.0280.03't0.0280.0300.0280.0350.0320.0390.0350.0390.0290.0330.0290.0320.0320.0350.0330.0350.0330.0360.0310.0330.0290.0310.025
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.00'l0.00'l0.0010.00't0.0010.0010.0010.0010-001
0.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.001
0.600.650.570.650.51
0.570.490.530.460.5s0.440.490.440.470.440.550.51
0.620.550.620.460.530.460.510.510.550.530.550.530.570.490.530.460.490.39
15.1816.62'14.55
16.6212.9314.5512.4713.4311.il13.9611.2612.4711.2612.U11.2613.9612.9315.8713.96't5.8711.U13.4311.6412.9312.9313.9613.4313.9613.4314.5512.4713.4311.U12.479.97
TEST 10
203
Ko:
10LIDphi:Ks.'
sec mln
41.40E-03
dtheta
0.000.100.380.541.041.572.453.595.046.86
't5%15000
0000000000000000
00
0.0002840.000314
0.000330.0003410.0003490.0003550.0003610.000366
0.000370.0003740.000377
0.000380.0003830.0003860.0003880.0003910.0003930.0003950.0003960.000398
0.00040.0004010.0004030.0004040.0002270.0001044.62E-051,12E-05
9E-080000
60120180240300360420480540600660720780840900960
1 0201 08011401200126013201 38014401 5001 5601 6201 68017401 8001 8601 9201 98020402't0021 60222022802340240024602520258026402700276028202880294030003060
00.000002910.00001 0450.00001 4990.000028910.000043530.0000681 30.000099680.00014013
0.0001 9050.000251 870.000325340.00041 1 99
0.00051 290.000628370.000745270.000828050.000869220.000886480.000893370.000896140,000897280.00089778
0.0008980.0008981 1
0.000898160.0008981 I0.000898210.000898230.000898240.000898250.000898250.000898260.000898270.000898270.000898280.000898280.000898290.00089829
0.00089830.0008983
0.000898310.000749610.000638810.000549880.000477750.00041 8690.000369860.0003291 1
0.000294820.00026572
0.00
9.0711.7114.83'18.46
22.6226.8329.8131.2931.91
32.1632.2632.3032.3232.3332.3332.3332.3332.3432.3432.3432.3432.3432.3432,3432.3432.3432.3432.3432.3432.3432.3432.3426.9923.0019.8017.2015.0713.3111.8510.619.57
2
3
4567
II
10'11
12
13141516
1718192021
22232425262728293031
32333435363738394041
4243444546474849s051
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000,000.00
10.2211.2911.8812.2712.5512.7912.9913.1613.3113.4513.5813.6913.7913.8913.9814.0614.13't4.2014.2714.3314.3914.4414.50't4.548.183.731.660.400.000.000.000.000.00
TEST 1O
EPS
cm/sec mm/hr
END OF PLOT
cm/sec mm/hr
MaxRunoff
(mm/hr)Actual Runoff o/o
(mm/hr) Difference
204
;^:
EPU
cm/sec mm/hr mm/hr
lrl.tJlMax
Runoff(mm/hr)
Actual Runoff o/o
(mm/hr) Dlfferencesec mln
31803240330033603/.20348035403600
8.677.907.236.646.135.685.284.924.60
525354555657585960
0.000219390,000200790.000184560.000170310.000157730.00014657
0.00013660.00012767
0.000.000.000.000.000.000.000.00
00000000
TEST 10
205
FIGURE A.14
Rain/Runoff Hydrograph - 10
35
30
25
20doJJ
155
6,L
po=oU'
35%
30o/o
25%
2go/o
15o/o
1Qolo
5o/o
Oo/o
10
5
0
0 5 '10 15 20 25 30 35
Elapsed Time (min)
40 45 50 55 60
TEST 1O
II
irI
II
alf-at-
Iat
*Soil Probe 1
+Soil Probe 2
-#SoilProbe3
Simulated Rain(mm/hr)
r Model Prediction(mm/hr)
-lleasured
PlotRunoff (mm/hr)
206
MOBTLE TEST #9 (TEST 11)1ilnnur1Latah Crk SouthUS 195 MP 171.4 RT
Plot Parameterc Start Time:Slope.' 4:{ End Tine:
Length(cm): 390 TestDuration:Wdth (cm): 100 Model plotArea (m2):
Plot Area 1m21: 3.90Vegihtion: spa6e ryegrass (40-50%)
Initial Thela: 1.8o/o
Final Theta: 13.2o/o
dheta: 11.1%
13:50:0015:00:00
Estimated Ke (frorn plot):mm/hr cmls
1:70:(N #REFII11.68
Normalized RatesMax Runofr Rafe (mm/hr): 0.0
Ittflow Rate (mm/hr): 37.9Runoff Percenhge: 0.0%
#REF!
Volumetric Rates(Umin): 0.00(Umin): 7.39
0.0%
Itonth day Year Hour Minute Second Inteval Tobl, sec Tobl, min tipslmin gallmin ft3 lmin mt lmin in/hr mmrhr10 264 't3 50 0 0 0.00 0.00 0.00 0.00 0.000 0.000 0.00 0.00
NO RUNOFF
TEST 11
207
Apflid Rain and tutnon Quantitis
TNi'€ fufi, R'4',,on futttott R4lo/n(irrtd @anlht @lf,lrirt @tfrnirt &"/ffit,
EtudwA$oirated Asso&d Tod tttuuttohryeilio{ts &4p€wto{rs TMtrtur ffi* PlodortyL€'fir(mt Lengr(to ($/n&C $AM$ Q|t/lrt
Rainfal, Vqifrcalion
N*atd lhreE,ap6€d
$aca,AW.
AW- (,rr/rY) &
1.801201A1.41.20
u@It@Aw.
( irrlht) At Std Dev-
070.90m.o0
37.937.90.0
4.92E{3d92E-{t3
0.0
o-1710.174
1.31.30.0
7.7A7.78o.o
7.338{37.39E{r3
0.0
25.525-5
0.0
o.zal0.261
1'13.64
I 1 3.640.0
23456
0.45{ux)o.300300.30
12 4 33.9
TEST 11
208
SO't MO'STURE PROBE READ'A'GS
Time(actual)
Timemin Probe I Probe 2 Probe 3
ProbeLocations:
Probe 1:
Probe 2:Probe 3:
from top(cm)
{3:4913:5013:5514:0014:0514:1014:15'14:2014:25't4:30
14:3514:4014:55
00.005.00
10.0015.0020.0025.0030.0035.0040.0045.0050.0065.00
0.7o/o
5.1o/o
9.8o/o
1O.7o/o
10.7o/o
1O-3o/o
10.60/o
10.9o/o
10.8o/o
1O.8o/o
11.5o/o
11.5%11.7%
1.60/o
2.3o/o
5.7o/o
9.'lo/o
10.1o/o
9.9%14.5o/o
15-Oo/o
15.1o/o
15.2o/o
15.3o/o
15-3o/o
15-3o/o
3.1o/o
4.Oo/o
5.6%9.7o/o
11.2o/o
12.4o/o
12.4o/o
12-5o/o
12.5o/o
12.5o/o
12.6%'12-60/o
12.5o/o
100200300
Average I n itial Moisture:Average Max Moisture:dtheta:
1.8o/o
13.2%11.4%
TEST 1 1
209
FIGURE A-15
Rain/Runoff Hydrograph - I1
40
20
0
18o/o
16%
14%
12o/o
1Oo/o
8o/o
60/o
4%
21/o
0o/o
140
120*Soil Probe I
+Soil Probe 2
.+soil Probe3
Simulated Rain(mm/hr)
100
vo'
80dJ
J
60
d'
.9o
=oID
0 5101520 25 30
Elapsed Time (min)
3s 40 45 50 55
TEST 1 1
2t0
MOBTLE TEST #10 (TEST 12)10n7nw4Ileer Park SouthUS 395 MP 171.4RT
Plot Parameters Start Time:Srqpe.' 4:1 End Time:
Length (cm): 40O Test Duration:WIdh (cm): 1O2 Model plot Area (m2):
PlotArea (m2!: 4.08Vegitation: spares ryegrass (25%)
lnitial Theta: 5.2o/o
Final Theta: 13.7o/o
dtheta: 8.1%
12:00:00
12:30:000:30:(N
12.O9
0.0011.2615.6326_32
32.O1
Max Runotf Rate (mm/hr):Rain-on Rate (mm/hr):
Runoff Percantage:
Volurnetric Rates(Umin): 0.03(Umin): 14.28
0.2%
0.270.9
0.2%
Mot th day Year Hour Minute Secoad Intervat Tohl, sec Total, min tips/min gatlmin ft3 lmin m" lmin in/hr mr/hr1010101010
2727272727
1212121212
44444
011
152632
015.537.5
.t9
0.5
0.000.090.230.090.18
0.000.000.010.010.01
0.0000.0010.0020.0010.001
0-oo0.000.010.000.01
0.000.090.230.090.18
0675.50262.00641.50341.50
0.00675.50937.501579.001920.50
0.0000.0000.0000.0000.000
TEST 12
2Ll
Awlied Rain and Runon Quattities
EMtYeAssoc*rtsd Aswta@ ToAl MlowbEnpervioas hn'€'vious loatffiow htf,ow ProlonlyLqflt (or) Lqrft @ @3/artn) ({t3/u,lo, (nnahr)
Raitt,?,ll Vqiftcation
E@sedk^{td fre
1.051.401.471.651.58
Tme(nin)
Rain R,/,'p.n(nn@ @alhrit)
Rw Rw(mt hnilr) (ttt hrr;n)
9.48E-t 39.46E03
0.0
SpacatAYg.
AW- (in/hr) &
2.10z62943-303.16
lyelshtedAvg.
(inlht) &Dev-
11.5 72.0
o30.(rc30.00
70.970.9o.o
z5z50.0
0.3340.334
7.86
7.E60.0
1.43E4:i2
1.43E{20.0
0,5040.504
1
2J
456
E325.80.o
210,O4
2'10,04
0.0 -Er
TEST 12
212
SO't MO'STURE PROBE READ'NGS
Time(actual)
Timemin
Probe I Probe 2 Probe 3Probe
Locations:from top
(cm)12:OO
12:O5
12:1012:1512',20
12:2512:30
05.00
10.0015.0020.0025.0030.00
3.3o/o
8.5%11.5o/o
11.9o/o
11-8o/o
11.7o/o
1O-7o/o
6-0o/o
12.7o/o
14.9o/o
15.5o/o
14.9o/o
14.8o/o
13.60/o
6.4o/o
11.*/o13.3o/o
13.60/o
13.5o/o
13.60/o
12.1o/o
Probe 1:
Probe 2:Probe 3:
Average lnitial Moisture:Average Max Moisture:dtheta:
100200300
5.2%13.7olo
8.4%
TEST 12
213
FIGURE A.16
Rain/Runoff Hydrograph - 12
18o/o
16o/o
14o/o
12o/o
1Oo/o
8%
60/o
4Yo
2o/o
0o/o
140
120
100
v!t80d
J3J5
60
40
20
oL
po=o(n
*Soil Probe I
+Soil Probe 2
.*Soil Probe 3
Simulated Rain (mnthr)
-Measured
Plot Runoff (mn/hr)
0
0 51015 20 25 30
Elapsed Time (min)
35 40 45 50
TEST 12
2t4
MOBTLE TEST #10 (TEST 13)10n7n004Deer Park SouthUS 395 MP 171.4 RT
Plot Parameters Start Time:Slope; 4:1 End Time:
Length (cm): 200 Test Duration:Width (cm): 102 Model PlotArea (m2):
Plot Area 1m21: 2.04Vegitation: spares ryegrass (25%)
lnitial Theta: 7.7o/o
Final Theta: 18.2o/o
dtheta: 10.5%
13:00:0013:30:00
Estimated Ke (from plot):mmthr cm/s
0:30:00 I
10.56
Nomalized RatesMax Runoff Rate (mm/hr): 1.6
Rain-on Rate (mm/h): 66.7RunoffPercentage: 2.3%
Volumetric RaGs(Umin): 0.43(Umin): 11.73
3.6%
Month day Year Hour Minute Second lntelat Total, sec Total, min tips/min gal/min ft3 lmin m3 lmin in/hr mm/hr10274130 0
u3.5
26.549.5
1536
57.526
953.5
642183939
26.548
17.517.5u
53.528.534.5
2755.5
0334.0029.5023.0023.0025.5021.0021.5028.5043.0044.5072.5096-00156.0081.0060.00107.50141.5089.5060.0076.50139.5095.00126.001072.502668.50
0.00334.00363.50386.50409.50435.00456.00477-50506.00549.00593.50666.00762.00918.00999.001059.001 166.501308.00't 3s7.501457.501534.001673.501768.501894.502967.005535.50
0.005.576.066.446.837.257.607.968.439.159.8911.1012.7015.3016.6517.6519.4421.8023.2924.2925-5727.8929.4831.5849.4593.93
0.000.010.11o.14o.140.130.150.150.1'l0.080.070.(X0.030.020.040.050.030.020.040.050.04o.o20.030.030.000.00
0.0000.0010.0150.0190.019o.o170.o210.0200.0150.0100.0100.0060.0040.0030.00s0.0070.0040.0030.0050.0070.0060.0030.0050.0030.0000.000
0.0000.0000.0000.0010-0010-0000.00't0.0010.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000
0.000.212.353.023.022.723.313-232.441.621.560.960.720.450.861.160.650.490.781.160.910.500.730.550.060.03
0.000.182.032.612.612.352.862.792.111.401.350.830.630.380.741.000.56o.420.67't.000.780.430.630.480.060.02
0.000.010.09o.120.120.110.130.130.100.060.060.040.030.020.030.050.030.020.030.050.040.020.030.020.000.00
10101010't0
10101010't0
101010101010
101010101010
101010
131313131313131313't3
1313131313131313131313131313'14
5666777899
11
121516171921232425272931
4933
27272727272727272727272727272727272727272727272727
4444444444444444444444444
TEST 13
215
Applied Rain and Runon Qtle,ntities
Efiec'tiveAssocH€d Assocaned T@l ffiouYb
Time Rain Rstpn RuJrot Runon ''4'/rpqvlous
kngefriotts Toalhf,ow irrf,o|l/ Plotonly(nln) qwn@ @aunin) (mtlmin) (fttlrntu) L€f',th(n) L&drffq @8htn) (fahrrin) (nnlhn
Rainfatl Vqifrcation
E/€,p6'q,lP-€sut€d Time
1.301.35f.il)1.30
Spacii,Avg.
( in/hrt A*
Avg.
2.d)2.m2.602.60
030.0030.00
66,79.46E{!39.46E-{t3
0.0
0.3340.334
8.35EJ50.0
27.427.40.0
1.17E421.17E42
o0
2.52.50-0
66.7
0.0
o-414o-1't1
345.02
345.020.0
1
234
G
TEST 13
216
SO't ffO'STURE PROBE READ'IVGS
Time(actual)
Timemin
Probe 1 Probe 2 Probe 3Probe
Locations:Probe 1:Probe 2:Probe 3:
from top(cm)100200300
13:0013:0513:1013:1513:2013:2513:3013:45
05.00
10.0015.0020.0025.0030.0045.00
8.3o/o
'17-1o/o
16.8o/o
16.4%15.8o/o
15.7o/o
15-7o/o
6.5o/o
7.0o/o
19-2o/o
18.8o/o
18.60/o
18-7o/o
18-60/o
18.60/0
7.7o/o
Average Initial Moisture:Average Max Mobture:dthefa,:
7.7%18.2%1O.5o/o
TEST 13
217
2.0
mtn
13LIDphi:,Ks.'
sec
9.25E-03dthetaKo:
1Oo/o
1 5000
06012018024030036042048054060066072078084090096010201 080114012001260132013801440150015601620168017401 8001 86019201 98020402100
01.10E-072.04E-055.51E-051.23E-042.32E-043.92E-046,14E-049,09E-041.28E-031.64E-031.80E-031.84E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.86E-031.40E-031,09E-038,71E-047i3E-445.94E-04
0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+OO0.00E+000.00E+001.44E-052.45E-053.07E-053.51E-053.85E-054.11E-054.33E-054.52E-054.68E-054.83E-054.95E-055.06E-055.16E-055.25E-055.33E-055.40E-055.47E-050.00E+000.00E+000.00E+000.00E+000.00E+00
01
234567I91011
12131415161718192021
22232425262728293031
32333435
1.6
0.00.72.04.48.3"t4.1
22.132.746.258.964.766.466.967.067.167.167.167.167.167.167.167.167.167.167.167.167.167.167.167.150.239.231.425.721.4
0.00.00.00.00.00.00.00.00.00.00.00.00.00.50.91.1
1.31.41.51.61.61.71.71.81.81.91.91,91.92.00.00.00.00.00.0
TEST 13
EPS
cm/sec mm/hr
END OF PLOT
cm/sec mm/hr
MaxRunoff(mm/hr)
ACrUatRunoff(mm/hr)
%Difference
218
FIGURE A.17
Rain/Runoff Hydrograph - {3
zlio6
z9alo
110
120
100
15o/o vIt806
60
40
20
lQolo
o
ooEoo
5o/"
0o/o 0
0 5 10 15 20 25 30
Elapsed Time (min)
35 40 45 50
TEST 13
{-Soil Probe 1
--'r-Soil Probe 2
Simulated Rain(mm/hr)
ModdPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
2t9
MOBTLE TEST #11 (TEST 14)fimfzuwtatah Crk Southus 195 MP 93.4 LT
Plot Paameterc StartTime:Slope.' 3:1 End Time:
Length (cm): 400 TestDuration:Vyidth (cm): 102 Model plot Area (m2):
Plot Area 1m21: a.o8Vegitation : moderate ryegrass (60%)
lnitial Theta: 4.1%Final Theta: 23.1%
dfteh: 18.9%
13:45:0014i45t001:(N:0013.06
Estimated Ke (from plot):mmlhr cmls
76.61 2.13E-03
Volumetric RatsNormalized RatesMax Runoff Rate (mm/hr):
Rain<n Rate(mm/hr):Runofi Percurfa,ge:
0.232.0
0.5%
(Umin):(Umin):
0.0000.0000.0000.0000.0000.0000.oq)0.0000.000
0.037.160.5%
Montt day Year Hour llinute Second tntenral Toht, sec ToEI, min tipslmin gatlmin ft3 lmin mt lmin in/hr mm/hr101010101010101010
131314't4
1414141414
n29n292929292929
444444444
0.000.000.000.010.010.000.010.000.00
0.000.0ro00o.o20.010.0'l0.0'l0.000.00
035.544.515.514.522.53644
17.5
45535I1321
274052
0515.50729.OO211.00239.00488.00373.50788.00693.50
0-oo5't5.501244.501455-501694.502182,502556.003344.004037.50
o-008.5920.7424.2628.2436.3842.6055.7367.29
0.000.120.080.28o.25o.120.160.080.09
0.0000.0010.0010.0020.0020.0010.0010.0010.001
0.000.'t'l0.080.27o.230.'120.150.070.08
TEST 14
220
Applied Rain and Runon Quantitis Rainfall Vedfication
Tinrc(nir|
0 32.9 't.3 492E{360.00 32.9 1.3 492E {'360.00 0.0 0.0 0.0
o.174o-171
8.8o&80
0.0
2&928.9
0.0
7.16E{:l7.16E{r3
0.0
0r530253
105.26105.26
0.0
ElbcliveAssociaed Associ.ded Tel ldlowbtttryeffious tn7F€,vio{.E T&lirflow hrf,N PWOnlyLerflr(n) Letfrrffi (nAlnin) Wnn) (nnvh0
TEST 14
Rain Rurron
@nni @aunin)
RaM RM(m"tmlnl fttlntnt
EbpsedIteas{rred Tine
SpacrafAvg.
Avg. (it/hr) &
t.o51.401251.45r.30
WeigltuclAw.
(ttvht) &
4.0 32.923456
1.051.412.5'
1.45130
IEr
22r
SO't MO'STURE PROBE READ"VGS
Time(actual)
Timemin
Probe I Probe 2 Probe 3Probe
Locations:from top
(cm)13:4513:5013:5514:0514:1014:1514:2014',25
14:3014:3514:4014:45
05.00
10.0020.0025.0030.0035.0040.0045.0050.0055.0060.00
3.7o/o
3-8o/o
5.2o/o
10.4o/o
13-'lo/o
15.4%15.8o/o
19.0o/o
19.6%17s%18.5%19.0o/o
5.7Yo
7.9o/o
9.3o/o
13.9o/o
17.3o/o
18.9o/o
20.3o/o
21.9o/o
24.0o/o
25.60/o
25.9o/o
26-60/o
3.Oo/o
3.9o/o
5.60/o
10.4%17.4o/o
15.1o/o
19-1o/o
21.9o/o
20.4o/o
21.0o/o
22.3o/o
23.0%
Probe 1: 100Probe 2: 2OO
Probe3: 300
Avenge I n itial Moisture:Average Max Moisture:dtheta:
4.1%23.1o/o
18.9%
TEST 14
222
r
Rainfall Verification
Measured# DePth (in)
2.202.O5
2.101.701.70
SpacialAvg.
(in/hr) &(mm/hr) Std. Dev.
78.5
WeightedAvg.
(in/hr) &(mm/hr) fa716e
8.5 81.1 38.038.0
78.5
ElapsedTime(min)
Avg.Intensity
Ke Ke(in/hr) (mnr'hr) tG (cm/sec)
3.01 76.6 2.126E-0323456
3.163.473.243.322.682.68
0
Applied Rain (mm/hr):Ptot Area (m2 ):
Steady State Runoff (mm/hr):
81.14.08,1.6
Month day Year Hour Minute Seeond lnterual Total, sec Total, min tips/min gallmin ft,3 lmin mt /min in/hr mm/hr10101010101010101010't0
1010101010101010101010
101010
29292929292929292929292929292929292929292929292929
4444444444444444444444444
15't515151515151515't515151515151515151515151515'15
'15
04.5540.552.540
40.526.528.51553
32.58.557.543.5
31
8.553
33.51651
235235
18.5
222828303031
32u35363637383839404141
42434344444546
0364.5049.5066.5052.0047.5060.50'r06.00
62.0046.5038.0039.5036.0049.0046.0047.5037.50.{4.50
40.5042.5035.0032.0029.0043.0043.50
0.00364-50414.00480.50532.50580-00&0.50746.50808.50855.00893.00932.50968.501017.501063.501 111.00't 148.501 193.001233.501276.00131'1.001 343.001372.001415.001458.50
0.006.086.908.018.889.6710.6812.4413.4814.2514.8815.5416.1416.9617.7318.5219.1419.8820.5621.2721.8522-3822.8723.5824.31
0.000.161.21
0.901.151.260.99o.570.971.291.581.521.671.221.301.261.601.351.481.41
1.711.882.071.401.38
0.000.010.070.050.060.070.050.030.050.070.080.080.090.070.070.070.090.070.080.080.090.100.110.080.07
0.0000.0010.0090.0060.0080.0090.0070.0040.0070.0090.0110.0110.0120.0090.0090.009o.o120.0100.0110.010o-o120.0130.0150.0100.010
0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000
0.00o.o2o.140.11o.140.150.120.070.11
0.150.190.180.200.140.150.150.190.160.170.'t70.20o.220.240.'t60.'t6
0.000.493.632.703.463.782.971.702.903.864.734.554.993.673.9'l3.784.794-044.444.235.135.626.204.184.'t3
TEST 14
223
Month day Year Hour Minute Second Interual Total, sec Total, min tips/min gal/min ft3 lmin mt lmin in/hr mfiy'hr10101010101010101010
10101010101010101010101010't010
1.540254.551.542.530.54.541
1450
24.50.52856
19.543.5
528.55't.51943155239
47474849495051
52525353*5555555656575757585859590
2929292929292S292929292929292929292929292929292929
4444444444444444444444444
151515't5151515151515151515151515151515'15
1515151516
43.0038-5045.0039.5047.0051.00.+8.00
34.0036.5033.0036.0034.5036.0027.5028.0023.5024.OO
21-5023.5023.0027.5024.0032.0037.0047.O0
1501.501s40.001585.001624.501671.501722.501770.501804.501841.00'1874.00
1910.001944.501980.502008.002036.002059.502083.502105.002128.502151.502179.002203.002235.002272.002319.00
25.0325.6726.4227.O827.8628.7129.5130.0830.6831.2331.8332.4'l33.0133.4733.9334.33u.7335.0835..f835.8636.3236.7237.2537.8738.65
1.401.561.331.521281.181.251.76't.6,4
1.82'1.67
1.741.672.182.142.552.502.792.552.612.182.501.881.621-28
0.080.080.070.080.070.060.070.090.090.100.090.090.09o.12o.12o.140.130.150.14o.14o.120.130.100.090.07
0.0100.0110.0100.0110.0090.0080.0090.0130.0120.0130.0120.0130.0120.0160.0150.0180.0180.0200.0180.0190.0160.0180.0130.0120.009
0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0010.0010.0010.0010.0010.0000.0010.0000.0000.000
0.160.180.160.180.150.140.150.210.19o.21
0.200.210.200.260.250.300.290.330.300.310.26o.290.220.190.15
4.184.673.994.553.823.523.745.284.925.444.995.214.996.536.427.657.498.367.657.816.537.495.624.863.82
TEST 14
224
3Ko
LID 14Kephi:Ks;
0.52.13E-03
dtheta 1%10000 LID
slope (x:1):400
sec min4.4
6012018024030036042048054060066072078084090096010201 08011401200126013201 380't44015001 56016201680't7401 800186019201 98020402100216022202280
2.00E-082.80E-071.09E-062.75E-066.69E-069.92E-061.61E-052.44E-053.52E-054.88E-056.55E-058.56E-051.10E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041,22E-041.22E-041.22E-041,22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-041.22E-04
0.000.010.040.100.200.360.580.881.271.762.363.083.944.394.394.394.394.404.404.404.404.404.404.404.404.404.404.414,414.414.414.414.4'l4.414.414.414.414.41
1
2345678I10
11
1213
14
15161718192021
22232425262728293031
32333435363738
TEST 14
END OF PLOT
cm/sec mm/hrMax Runoff Actual Runoff(mm/hr) (mm/hr)
%Difference
225
FIGURE A.18
Plot Gonductivity Test - 14
85
80
75
70
65
60
55
6' 5o
E45E
Eoo.Et3s
30
25
20
l5
10
5
0
4020
Time (min)
25
TEST 14
30 355 l0 l50
tU
SimulatedRain (mm/hr)
ModelPrediction(mm/hr)
-MeasuredPlot Runoff(mm/hr)
226
Ko:4
14LIDphi:Ks.'
sec
3.50E-03dtheta 15o/o
10000
min
60120180240300360420480540600660720780840900960
10201 080'1140
120012601320138014401 5001 5601620168017401 8001 86019201980204021002160222022802340240024602520258026402700276028202BBO
29403000306031203180
0.000000630.000008390.0000095
0.0000310.000055040.000090810.000141480.000208830.0002951 1
0.000402630.000533740.000689250.000830930.000895740.000914570.000919520.000920880.000921270.000921 360.000921 360.00092't360.000921 370.000921 370.000921 39
0.00092140.000921420.000921430.000921450.000921470.000921480.00092149
0.00092150.000921510.000921520.000921530.000921530.000921540.000921 540.0009215s0.000921550.000921 550.000921560.000921560.000921560.000921 560.000921 570.000921 570.000921 570.00092'1570.000921 580.000921580.000921 580.00092158
0.00.00.30.31.1
2.03.35.1
7.510.614.519.224,829.932.232.933.133.233.233.233.233.233.233.233.233.233.233,233.233.233.233.233.233.233.233.233.233,233.233.233.233.233.233.233.233.233.233.233.233.233.233.233.233.2
000000000
0
00000000000000000000
0.000000010.000001280.000002340.000003270.0000041 1
0.000004880.000005580.000006230.000006840.000007390.00000792
0.00000840.000008860.00000929
0.00000970.00001 0080.00001 0440.00001 0780.0000111
0.000011410.00001 17
0.00001 1 980.00001 224
2
34567
II
1011
1213141516171819
2021
22232425262728293031
32333435363738394041
42434445464748495051
5253
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00,00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1
0.1
0,1
0.20.20.20.20.30,30,30.30.30.30.40.40.40.40.40.40.40.4
TEST 14
l_^""j'" mm/hr
EPS
cm/sec mm/hrActual Runoff Yo
(mm/hr) Difforonco
MaxRunoff(mm/hr)
227
EPS
mm/hrcm/sec
END OF UD
cm/aoc mm/hr
MaxRunoff(mm/hr)
Actual Runoff %(mm/hr) Difference9ec min
330033603420348035403600
33.233.233.233.233,233.2
54555657585960
0.000921580,000921580.000921590.000921590.000921590.000921590.00092159
0.000012740.000012970.00001319
0.00001340.00001360.0000138
TEST 14
0.50.50.50.50.50.5
228
FIGURE A.19
Rain/Runoff Hydrograph - 14
140
120
100
v!t8063jJ
60
5%1
o
oo
=o.t)
40
20
0
5%
30o/o
25o/o
2oo/o
10o/o
0%
05101520 25 30 35 40 45
Elapsed Time (min)
TEST 14
50 55 60 65 70
-FSoil Probe 1
-#Soil Probe2
#Soil Probe 3
Simulated Rain(mm/hr)
-Measured
PlotRunoff (mm/hr)
Model Prediction(mmlhr)
229
trroBlLE TEST #12 (TEST 15)116t2U)4ktah Crk Southus 195 MP 93.4 LT
Plot Parameterc Start Time:Slope: 3:1 End Time:
Langth (cm): 20O Tst Duration:Width (cm): 10'l Model PlotArea (m2):
F{ot Area (mJ: 2.02Vqitation: moderatE ryegrass (60%)
Final Theta: 28.4o/o
dtheta: 21.7%
12:15:0013:07:00O:52:(N{6.28
Estimated Ke (from plot):mmlhr cm/s
667-ffi
Uax Runoff Rate (mm/h):Rainen Rate (mnlhrr:
Runoff Percenhge:
o-o20.7
0.0%
(Umin):(Umin):
Volumetric Rates0.005.620.0/"
llonth day Year Hour Uinute Secord lnteMal Total, w Toh!, min tips/min gallmin ft3 lmin ms lmin in/hr mm/hr4 14 39 o00 0.00 0.00 0.00 0.000 0.000 0.00 0.00
NO RUNOFF
TEST 15
11 5 220
230
Applid Rain and Runon Quantitie Rainfall Verification
Gauge# E/€,6'ealleaFurcd Time Avg.
nme(min)
min Runon(mm/hr) (gaumin)
Runon
1mt lmin1Runon 1**9"d f**T@ Toalittflow
(ftslmin)'Tffiff; \trtr @s/min)
0.1740.174
14'.12
14.120.0
Tofelt2flow
(ffi/nA
EttecTtvelnflowbPlotOnly(mmlhi
1 66.871 66.87
0.0
SpacrbtAvg.
(in/hr) &(nm/hr) sd.Dev.
t20
52.0052.00
20.720.70.0
1.31.30.0
'|-92E{t34.92E-{r3
0.0
46.346.30.0
0.1980.198
5-62E{t35.628{3
0.0
1
23456
0.800.700.88o.88
0.700.880.88
TEST 15
231
SO'L MO'STURE PROBE READ'A'GS
Time Time Probe 1 Probe 2 Probe 3(actual) min '12:15 0.00 6-7Yo 6.70/o
12:20 5.00 9.OTo 13.8o/o
12:25 10.00 11.9o/o 18.0o/o
12:30 15.00 14.8o/o 24.1o/o
12:35 20.00 15.9o/o 26.50/o
12:40 25.00 21.4o/o 27.3o/o12:45 30.00 25.0% 27.3o/o
12:50 35.00 28-60/o 27.4o/o
12:55 40.00 29.3o/o 27.3o/o13:00 45.00 29.4o/o 27.3o/o
13:05 50.00 29.4o/o 27.2o/o
ProbeLocations:
Probe 1:
Probe 2:Probe 3:
from top(cm)100200300
Average Initial Moisture :Average Max Moisture:dtheta:
6.7%28.4%21.7%
TEST 15
232
PLOT HYDRAULTC CONDUCTTVTTY ESTTMATTON (RAtN-ONLYI
Rainfall Verification
Gauge# MeasuredDepth (in)
ElapsedTime(min)
Avg.Intensity
2.892.U2.352.73
SpacialAvg.
( in/hr) & Ke( mm/hrl
l*-l6168.6
Std. Dev.0.256.25
Time lntensity Ke (in/hr) (mm/hr) Ke (cm/sec)2.63 65.7 1.853E-031
23456
2.652.602.152-50
0 68.655.0 68.655.0 0
0.00839.501059.001282.001474.OO1649.501814.501997.002153.002348.502568.502812.503023.503266.504093.00
0.0013.9917.6521.3724.5727.4930.2433.2835.8839.1442.8146.8850.39il.468.22
0.000.070.270.270.310.340.360.330.380.3'l0.270.250.280.250.07
0.0000.001o.oo20.0020.0020.0020.0030.0020.0030.0020.0020.0020.0020.0020.001
0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000_000
1.8368.62.O2
0.00o.o20.070.060.070.080.090.080.090.070.060.060.070.060.02
0.000.431.651.631.892.072.201.992.331.861.651.491.721.490.44
Steady Runoff (mm/hr):Applied Rain (mm/hr):
PIot Area (m2 ):
Monfli day Year Hour Minute Second lnterual Total, sec Total, min tips/min gal/min ft'/min m3 lmin in/hr mry'hr11't111
11
11
11
11
11
11
11
11
11
11
11
11
131313131313141414141414141414
444444444444444
55555555
55
55
555
059.53922u
29.514.517538.5
48.552.523.526.513
30434751g57035I1216202438
0839.50219.50223.00192.O0175.50165.00182.50156.00195.50220.OO
244.00211.OO243.00826.50
0.000.000.010.010.02o.020.020.020.020.020.010.01o.020.010.00
TEST 15
zJ5
LID 15Kephi:Ks;
sec
0.51.69E-03
min cm/sec
dtheta
mm/hr
3200Ko
1% slope (x:1):10000 LID length (cm):
Max Runoff Actual Runoff Differenc(mm/hr) (mm/hr) e
60120180240300360420480540600660720780840900960
10201 08011401200126013201 38014401 5001 5601620168017401 8001 86019201 980204021002160222022802340240024602520
1
234567Bo
1011
1213
141516171B
192021
22232425262728293031
32333435363738394041
42
0.000000020.000000020.000000020.00000002
00.00000008
0.00000020.00000039
0.00000070.000001130.000001690.000002440.000003390.000004570.000006010,000007730.000009780.000012170.000014950.000018120.000021740.00002582
0.00003040.0000355
0.000041 150.000047220.000051690.0000531 4
0.00005340.00005355
0.00005370.000053840.000053970.00005409
0.00005420.00005430.0000544
0.000054490.000054570.000054650.000054720.00005479
0.000.000.000.000.000.000.010.010.030.040.060.090.120,160.220.280.350.440.540.650.780.931.091.281.481,701.861.91
1.921.931.931.941.941.951.951.951.961.961.961.971.971.97
TEST 15
234
sec mln cm/sec mm/hrMax Runoff Actual Runoff Differenc(mm/hr) (mm/hr) e
25802640270027602820288029403000306031203180324033003360342034803540360036603720378038403900
1.971.981,981.981.981.981.991.991.991.991.991.991.990.000.000.000.000.000.000.000.000.000.00
434445464748495051
52535455565758596061
62036465
0.000054910.000054970.000055020,000055080.000055120.000055170.000055220.00005526
0.00005530.000055340.000055370.000055410.000000020.000000020.000000020.000000020.000000020.000000020.000000020.000000020.000000020.00000002
TEST 15
235
75
70
65
60
55
50
45
€notr
935oEro
FIGURE A-20
Plot Conductivity Test - {5
TEST 15
Simulated Rain(mm/hr)
- r Model Prediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
25
20
15
10
5
0
-55 10 15 20 25 30 35 40 45 50 ss 60 65 70
Time (min)
236
LIDphi:Ks:
sec
51
0.51.69E-03
dtheta
mm/hr0.
3200Ko
1% slope (x:1):10000 LtD length (cm):
mtn cm/secMax Runoff
(mm/hr)
20.83
Actual Runoff(mm/hr)
%Difference
6012018024030036042048054060066072078084090096010201 08011401200126013201 38014401 5001 56016201 68017401 8001 86019201 9802040210021902220228023402400246025202580
0.000.000.000.000.280.220.480.911.241.662.222.883.664.575.626.818.179.6911.3813.2615.3417.4819.1820.1220.5320.7020.7620.7920.8020.8120.8120.8120.8120.8120,8220.8220.8220.8220.8220.8220.8220.8220.82
0.000.000.000.000.000,000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000,000.000.000.000.000.000.000,000.000.000.000.000.000.000.00
0.000.000.000.000.000.000.000.000.000,000.000.000.000.000.000.000.000.000.003.676.308.6010.1210.9311.3611.6211.8111.9512.0712.1812.2712.3612.4412.51
12.5712.6312.6912.7412.7912.8412.8812.92
1
23
45
67Io
1011
12
13
14
15
16
17
1B
192021
22232425262728293031
32333435363738394041
4243
0
0.000000020
00
0.000007820.00000610.0000134
0.000025330.000034430.000046240.000061690.000080090.000101760.000126990.0001 56070.0001 89270.000226850.000269070.000316150.000368440.000426050.000485550.000532790.000558920,000570350.000574920.000576730.000577470.000577790.000577940.000578030.000578090.000578140.0005781 B
0.000578210.000578240.000578270.0005783
0.000578320.000578350.000578370.000578380.0005784
237
2640270027602820288029403000306031203180324033003360342034803540360036603720378038403900
20.8220.8220.8220.8220.8220.8320.8320.8320.8318,2616.1914.4312.9311.6510.549.588.748.017.366.806.295.84
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
12.9612.9913.0313.0613.0913.1213.1513.1713.209.537.696.134.803.662.691.871.160.580.140.000.000.00
4445464748495051
52535455565758596061
62636465
0.000578420.000578430.000578450.000578460.000578470.000578480.000578490.0005785
0.000578510.0005071 30.000449670.000400880.000359230.000323510.000292710.000266020.000242780.000222440.000204560.000188760.000174750.00016227
238
FIGURE A.21
Rain/Runoff Hydrograph - 15
35o/o
30o/o
25%
2oo/o
15o/o
1Oolo
5%
Oo/o
140
120
100
n!l
80dJ
60
40
20
oLJ
po=oo
0
0510152025 30 35 40 45
Elapsed Time (min)
TEST 15
50 55 60 65 70
t\\TaI
aI
-- I
*Soil Probe I
-f-Soil Probe 2
*Soil Probe3
Simulated Rain(mm/hr)
-Measured
PlotRunoff (mm/hr)
- trlodel Prediction(mm/hr)
239
MOBILE TEST #13 (TEST 16)1U!1nO04Latah Crk Southus 195 MP 93.4 LT
Plot Parameters Start Time:S/ope: 3:1 End Time:
Length (cm): 2O0 Test Duration:Width (cm): 101 Model Plot Area (m2):
PIot Area 1m21: 2.o2Vegitation: moderate ryegrass (75%)
Initial Theta: 11.9%Final Theta: 26.7%
dtheta: 14.8%
010.518
22.51034505
1628.538.550.559.58.515.s2430
37.544
51.5585.511
1823
29.534.540.545.5
51
55.51
5.510.5
0
610.5067.5064.5047.5024.OO
16.00't5.00
11.0012.5010.0012.0O
9.009.007.008.506.007.506.507.506.507.505.507.005.006.505.006.005.005.504.505.504.505.00
0.00610.50678.00742.50790.00814.00830.00845.00856.00868.50878.50890.50899.50908.50915.50924.OO
930.00937.509214.00
951.50958.00965.50971.00978.00983.00989.50994.501000.501 005.50101 1.001 01 5.50'1021.00
1025.501 030.50
12: 'l 0:0012:50:000:40:00
0.0010.181 1.3012.3813.1713.5713.8314.0814.2714.4814.6414.8414.9915.1415.2615.40'15.50
15.6315.7315.8615.9716.0916.1816.3016.3816.4316.5816.6816.7616.8516.9317.O2
1 7.0917.18
0.000. 10
0.890.931.262.503.754.00s.454.806.005.006.676.678.577.0610.008.009.238.009.238.0010.918.5712.0O
9.2312.0010.0012.0010.9113.3310.9113.3312.00
0.000.010.050.050.070.13o.20o.220.29o.26o.32o.270.360.360.460.380.540.430.500.430.500.430.590.460.650.500.650.540.650.590.720.59o.720.65
0.0000.0010.0060.0070.0090.018o.0270.0290.0390.0350.0430.0360.0480.0480.0620.0510.0720.0580.0660.0580.0660.0580.0780.0620.0860.0660.0860.o720.0860.0780.0960.0780.0960.086
0.0000.0000.0000.0000.0000.0010.0010.0010.0010.0010.0010.0010.0010.0010.0020.0010.0020.0020.0020.0020.0020.0020.002o.oo20.0020.0020_002
0.0020.0020.0020.0030.0020.0030.002
0.00o.141.241.301.763.48s.225.577.606.698.366.979.299.29
1 1.949.8313.9311.1412.8611.1412.8611.1415.2011.9416.7212.8616.7213.9316.7215.2018.5715.2018.5716.72
8.77Normalized Rates
Max Runoff Rate (mm/hr): 39.8lnflow Rate (mm/hr): 84.1RunoffPercentage: 47.3%
Estimated Ke (from plot):mmlhr cmls
66.71 1-85E-03
(Umin):(Umin):
Month day Year Hour Minute Second Intervat Total, sec Total, min tips/min ga!/min ft3 lmin mt /min in/hr mm/hr
Volumetric Rates5.8212.30
47.3%
0.000.010.050.050.070.140.210.220.300.260.33o.270.370.370.470.390.550.440.510.440.510.440.60o.470.660.510.660.550.660.600.730.60o.730.66
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
'11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
4444444444444444444444444444444444
12121212121212121212121212121212121212't21212121212121212121212121212
102021
22z523z52424242424242525252525252525262626262626262626zozt2727
TEST 16
240
Monh day Year Hour ltlinute Second lnterva! ToEI, sec Toht, min tipslmin gal/min ft3 lmin m3 lmin in/hr mm/hr1'l1'l
11
11
11
1',l
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11'tl11
11
11
11
11
11
11
11
't111
11
11
11
11
1'l11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
o.720.650.810.650.E1
o.720.81o.720.810.720.92o.720.810.8'1
0.61o.720.92o.720.920.E1
o.920.810.920.811.080.61o.920.810.920.811.080.811.080.921.080.811.08o.92't.080.811.060.811.080.921.08
1212't21212121212121212't212121212
12121212121212121212
12121212121212't21212'12
1212121212121212
444444444444444444444444444444444444444444444
272727272727272727272728282828282828282828282828282829292929292929292929292929292929292930
1520242933
37.541.54650
34.5582.56.510.514.519
22.527
30.534.53842
45.549.552.556.5
04
7.51 1.514.518.521.525283235
38.541.545.54E.552.555.5592
4.s05.004.005.004.004.504.004.504.004.503.504.504.O04.004.004.503.504.503.504.003.504.003.504.003.004.003.504.003.504.003.004.003.003.503.004.003.003.503.004.003.004.003.003.503.00
1 035.001040.001(X4.001ilg.001053.001057.501061.501066.001070.001074.501 078.001082.501086.501090.501094.501099.001 102.501 107.001 1 10.501 1 14.501 1 1E.001122.OO
I 125.501 129.501132.501 136.501 140.001144.00't147.501 151.501 154.50't't58.501 161.501't65.001 168.001'.t72.OO
1 1 75.001 178.501 181.501 185.501 1E6.501 192.501't95.501 199.001202.O0
17.2517.3317.4017.4817.5517.6317.6917.77't7-83
17.9117.9718.0418.1118.1818.2418.3218.3818.4518.511 8.5818.6318.7018.7618.831E.8818.9419.0019.0719.1319.1919.2419.3119.3619.42't9.4719.531 9.5819.4419.6919.7619.8119.8819.9319.9820.03
13.3312.0015.0012.OO
15.0013.3315.00't 3.3315.0013.3317.1413.3315.0015.0015.0013.3317.1413.3317.1415.0017.1415.0017.1415.0020.0015.00't7.1415.0017.1415.0020.0015.0020.0017.1420.0015.0020.0017.1420.0015.0020.0015.0020.0017.1420-00
0.0960.0860.1080.0860.1080.0960.1080.0960.1080.096o.1230.0960.1080.1080.1060.096o.1230.096o.1230.10Eo.1230.1080.1230.108o.1440.108o.'t230.108o.1230.108o.1440.108o.144o.1230.1440.108o.144o.123o.1440.108o.1440.108o.'t440.'1230.144
0.0030.0020.0030.0020.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0040.0030.0030.0030.0030.0030.0040.0030.0040.0030.0040.0030.0M0.0030.0040.0030.0040.0030.0040.0030.004
0.730.66o.E20.660.820.73o.820.73o.820.730.940.73o.82o.82o.820.730.94o.730.940.820.94o.820.94o.E21.10o.820.94o.820.94o.a21.10o.821.100.941.100.821.100.941.'t0o.821.100-E21.100.941-10
18.5716.7220.9016.7220.9018.5720.9018.5720.9018.5723.8818.5720.9020.9020.9018.5723.6818.5723.8820.9023.8820.9023.8820.9027.E620.9023.EE20-9023.E820.9027.8620.9027.8623.8827.8620.9027.E623.8E27.8620.9027.8620.9027.8623.6E27.A6
TEST 16
24r
Month Year Hour Minute Second lnterval sec mtn mt lmin in/hr mm/hr0.941.100.94't.320.941.100.941.320.941.100.941.320.941.101.101.101.101.101.101.321.101.101.101.320.941.32't.'t0't.321.101.320.941-321.10't.320.941.321.10't.320.941.321.101.320.941.32'1.10
11
11
11
11
11
11
11
11
11
11
11
1'l11
11'11
11
1',l
11
11
11
't111
11
11
11
11
11'tl11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
'11
11
11
11
11
12't2't212121212't212121212
12121212121212121212't2121212121212121212
1212'12
1212121212121212
12't2
444444444444444444444444444444444444444444444
30303030303030303030303030303030303031
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
323232323232
5.58.512
14.5162'l
24.527
30.533.537
39.5434649525558
1
3.56.59.512.515
18.521
2426.529.532
35.5384'l
43.547
49.552.555
58.51
46.510
12.515.5
3.503.003.502.503.503.003.502.503.503.003.502.503.503.003.003.003.003.003.002.503.003.003.002.503.502.503.002.503.002.503.502.503.002.503.502.543.002.503.502.503.002.503.502.503.00
1205.501208.501212.OO
1214.501218.001221.001224.501227.OO
1230.501233.501237.OO
1239.501243,OO
1246.001249.001252.001255.001258.001261.001263.501266.501269.501272.501275.OO
1278.501281.0012U.OO1286.501289.501292.00129s.501298.001301.00't303.50
1307.001309.501312.501315.00131E.501321.001324.00132e501330-001332.501335.50
20.0920.1420,2020.2420.3020.3520.4120,4520.5120.5620.6220.5620.7220.7720-8220.8720.9220.9721.O221.0621.1121.1621.2121.2521.3121.3521.4021.4421.4921.5321.5921.6321.6821.7321.7E21.8321.6821.9221.9822-O2
22.O722-1122.1722.2122.26
17.1420.00'17.14
24.OO
17.1420.00't7.1424.OO
17.1420.0017.1424.OO
17.1420.0020.0020.0020.0020.0020.0024.OO
20.0020.0020.0024.O017.1424.OO
20.0024.O020.0024.OO
17.1424.OO
20.0024.OO
17.1424.O020.0024-OA
17.1424.0020.0024.OO
17.1424.OO
20.00
0.921.080.921.29o.921.060.921.290.921.080.921.29o.921.081.061.08'1.08
1.081.081.291.081.081.081.29o.921.291.081,291.081.290.921.291.081.290.921.291.081.290.921.291.081.290.921.291.08
0.123o.144o.1230.1 73o.123o.1440.123a.173o.123o.144o.1230.173o.123o.144o.144o.144o.'t44o.144o.144o.173o.144o.144o.144o.173o.1230.173o.'t44o.173o.144o.1730.123o.173o.144o.173o.123o.173o.144o.173o.1230.173o.144o.1730-123o.173o.144
0.0030.0040.0030.0050.0030.0(M0.0030.0050.0030.0(x0.0030.0050.0030.0040.0040.0040.0040.0040.0040.0050.0040.0040.0040.0050.0030.0050.0040.0050.0040.0050.0030.0050.0040.0050.0030.0050.0040.0050.0030.0050.004o-0050.0030.0050.004
27.A623.EE33.4323.8627.8623.8833.4323.EE27.8623.8833.4323.8827.8627.8627.8627.8627.8627.E633.4327.8627.8627.8633.4323.6833.4327.8633.4327.E633.4323.8833.4327.8633.4323.8833.4327.8633.4323.6833.4327.E633.4323.8833.4327.A6
TEST 16
242
Monlh Year Hour Hinute Second Interval mtn t in/hr mmrhrsec11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'1
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1l11
11
11
11
1'l11
11
11
11
11
11
1',|
11
11
11
11
11
11
11
11
'11
11
11
11
11
11
11
11
't1't1
11
11
11
11
11
11
11
11
11
11
11
2.503.502-O0
3.502.503.002.003.502.003.502.003.002.503.002.503.002.OO
3.002.502.502.503.002.003.002.OO
3.002.O0
3.002.503.002.OO
3.002.003.002.OO
3.002.502.502.502.502.003.002.003.002.50
444444444444444444444444444444444444444444444
12121212121212121212
1212121212121212
12
1212
12't2121212121212121212121212
1212't212121212121212
32323232323232323232323232323232335J3333333333J55C
5533333333333355JJ3333333333uuu34uu
't8
21.523.527
n.532.534.53840
43.545.548.5
51
5456.559.51.54.57
9.51215172022252730
32-535.537.540.542.545.547.550.553
55.5580.52.55.57.510.513
1338.001341.501343.501347.001349.501352-501354.50135E.001360.001363.50't365.50136E.50't371.001374.OO
1376.501379.501381.501384.501387.001389.501392.001395.001397.001400.001402.001405.001407.0014't0.001412.501415.501417.501420-501422.501425.501427.501430.501433.001435.501438.O0't440.501442.501445.501447.501450.501453.00
22.3022-3622.3922.4522.4922.&422.5822.6322-6722.7322.7622.E122.8522.9022.9422.9923.0323.0823.1223.1623.2023.2s23.2823.3323.3723.4223.4523.5023.5423.5923.6323.6823.7'.|23.7623.7923.U23.8823.9323.9724.O1
24.U24.0924.1324.1824.22
24.OO
17 -1430.0017.',14
20.0024.OO
20.0030.0020.0024.O024.OO
24.OO
20.0030.0020.oo30.0020.0030.0020.0024.OO
20.0030.0020.0030.0020.0030.0020.0024.OO
24.OO
24.OO
24.OO
30.o020.0030.0020.0024.O0
1.290.921.61o.921.291.081.61
o.921.61o.921.61't.081.291.081.291.081.61
1.081.291.291.291.081.611.081.61
1.081.61
1.081.291.081.61
1.081.61
1.081.61
1.081.291.291.291.81.611.0E1.611.081.29
0-1230.216o.1230.173o.144o.216o,123o.216o.123o.216o.144o.173o.144o.173o.1440.216o.1440.1730.1 730.173o.144o.216o.144o.216o.1440.216o.1440.173o.1440.216o.1440.216o.144o.216o.1440.1730.1730.1730.'t730.2160.1440.216o.1440.'t73
0.0050.0030.0060.0030.0050.0(X0.0060.0030.0060.0030.0060.0040.0050.0040.0050.0040.0060.0040.0050.0050.0050.0040.0060.0040.0060.0040.0060.0040.0050.0040.0060.0040.0060.0040.0060.0040.0050.0050.0050.0050.0060.0040.0060.0040.005
1.320.941.650.941-321.101.650.941.650.941.651.101-321.101.321.101.65'1.10
1.321.321.321.10'1.65
1.101.651.101.651.10't.32
1.101.651.101.651.101.651.101.321.321.321.321.651.101.651.101.32
33.4323.8841.7923.8833.4327.6641.7923.8841.7923.8841-7927.E633.4327.8633.4327.8641.7927.8633.4333.4333.4327.E64',t.7927.8641.7927.8641.7927.8633.4327.8641-7927.8641.7927.8641.7927.8633.4333.4333.4333.4341.7927-8641.7927.8633.43
0.
TEST 16
243
Monh day Year Hour Minute Second lnterval ToAn, sec Tohl, min tips/min gatlmin ftt lmin mt lmin in/hr mm/hr'l't 11 4 12 34 '15.s 2.50 14ss.s0 24.26 24.OO ',t.29 0.173 0.005 1.32 3s.4311
'tl11
11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11'11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
1'l11
11
11
11
11
11
11
1',l
11
11
11
11
11
11
11
11
11
121212
12121212't21212121212't21212121212121212
12
1212121212
12121212121212
121212
121212121212
44444444444444444444444444444444444444444444
34uu343434343434uuuu3434uuu3535353535353535353535353535353535353535353535353636
17.520.522.525.527.530.532.s35.537.540
42.5454750525557
59.52
4.56.59.511.514.516.519
21.52426293'1
u363941
44464951
53.556
58.50.53.5
2.003.OO
2.OO
3.O0
2.003.002.OO
3.002.002.502.502.502.OO
3.002.003.002.002.502.502.502.O03.002.OO
3.002.OO
2502.502.502.O03.002.003.002.003.002003.002.003.002.002.502.502.502.003.00
1457.501460.501462.501465.501467.50M70-5A1472-501475.501477.501480.001482-501485.001487.001490.001492.O01495.001497.001499.501502.001504.501506.501509.50151 1.501514.501516.50'1519.00
1521.501524.O01526.001529.001 531.001534.001536.001539.001541.001544.OO
1546.001549.001551.001 553.501556.001 558.50't560.501563.50
24.2924.U24.3824.4324.4624.5124.5424.5924.6324-6724.7124.7524.7824.8324.E724.9224.9524.9925.0325.0825.1125.1625.1925.2425.2825.3225.3625.4025.4325.4825.5225.5725.6025.6525-6825.7325.7725.E225.8525.8925.9325.9826.0125.06
30.0020-0030-oo20.0030.0020.0030.0020.0030.0024.OO
24.OO
24.OO
30.0020.0030.0020.0030.0024.OO
24.OO
24.0030.0020.0030.0020.0030.0024.O024.OO
24.OO
30.0020.0030.0020.0030.0020.0030.0020.0030.0020.0030.0024.OO
24.OO
24.OO
30.0020.00
1.61
1.081.61
1.0E1.61
1.081.611.081.61't.291.291.291.61
1.0E1.61
1.081.61
1.291.291.291.61'1.08
1.61
1.081.61
1.291.291.291.611.0E't.61
1.08'1.61
1.081.61
1.081.61
1.081.611.291.291.291.61
1.08
o.216o-'t44o.216o.144o.216o.1M0-216o.144o.2160.1730.173o.1730.216o.'t440.2160.144o.2't60.1730.1730.1730.216o.'t44o.216o.1M0.2160.'t 73o.'t73o.'t73o.216o.1440.2't6o.'t44o.216o.144o.216o.1440.216o.1440.2160.173o.1730.1730.216o.144
0.0060.0040.0060.0040.0060.0040.0060.0040.0060.0050.0050.0050.0060.0(X0.0060.0040.0060.0050.0050.0050.0060.0040.0060.0040.0060.0050.0050.0050.0060.0(X0.0060.0(X0.0060.0040.0060.0040.0060.0040.0060.0050.0050.0050.0060.004
1.651.10'1.65
1.'t01.651.101.651.101.651.321.321.321.651.101.651.101.651.321.321.321.651.101.651.101.651.321.321.321.551.101.651.101.65't.10
1.651.101.651.101.651.321.321.321.651.10
41.7927.8641.7927.8641-7927.8641.7927.E641.7933.4333.4333.434',t.7927.8641.7927.8641.7933.4333.4333.4341.7927-8641.7927.8641.7933.4333.4333.4341.7927-8641.7927.E641.7927.E641.7927.8641.7927.8641-7933.4333.4333.4341.7927.86
TEST 16
244
Month Year Hour ltinute Second lnterual sec mtn mt lmin in/hr mm/hr11
11
11'tl11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
't111
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
't212121212't2121212121212121212't21212121212121212121212121212121212121212121212121212121212
444444444444444444444444444444444444444444444
3636363636363636363636363636363636363636363636375t373737375'5l3737373l37JI
3737373737373737
5.58.510.5131518202325
27.529.532.534.537.539.542444749
51.553.556.558.51.53.56811
131618
20.522.525.527.530.532-535374042
44.546.549.551.5
2.003.002.OO
2.502.003.002.003.002.O02.502.OO
3.002.OO
3.002.002.502.003.002.OO
2.502.OO
3.002.OO
3.002.002.502.003.002.003.002.OO
2.502.003.002.OO
3.002.OO
2.502.003.002.OO
2.502.003.002.00
1565.501568.501570.501573.001575.001578-001580.001583.001585.001587.501589.501592.501594.501597.501599.501602.001604.001607.001609.00161 1.501613.501616.50161E.501621.501623.501626.001628.001631.001633.001636.00163E.001640.501642.501645.501647.501650.501652.501655.001657.001660.001662.001664.501666.50't669.501671.50
26.0926.1426.1826.2226.2526.3026.3326.3826.4226.4626.4926.5426.5826.6326.6626.7026.7326-7826.E226.8626.8926.9426.9827.O327.4627.1027.1327.1827.2227.2727.3027.U27.3827.4327.4627.s127.927.5827.6227-6727.7027.7427.7827-8327.86
30.0020.0030.0024.OO
30.0020.0030.0020.0030.0024.OO30.0020.0030.0020.0030.0024.O030.0020.0030.0024.O030.0020.0030.0020.0030.0024.OO30.0020.0030.0020.0030.0024.OO
30.0020.0030.0020.0030.0024.OO
30.0020.0030.0024.OO30.0020.0030.00
1.611.08't.6'l
1.291.611.081.61
1.081.611.291.611.08't.61
1.081.611.291.61
1.081.61
1.291.61'1.08
1.611.081.611-291.61
1.081.61
1.081.61
1.29't.61
1.081.611.0E1.61
1.291.61
1.081.61
1.291.61
1.081.61
o-216o.144o.2160.173o.216o.144o.216o.1440.2160.1730.216o-144o.2160.144o.2'160.'r730.216o.144o.216o.1730.216o.144o.216o.1440.2160.1 73o.216o.144o.216o.1440.216o.173o.216o.144o.216o.1440.2160.173o.216o.144o.216o.173o.216o.1440.216
0.0060.0040.0060.0050.0060.o(x0.0060.0040.0060.0050.0060.0(X0.0060.0040.0060.0050.0060.0040.0050.0050.0060.0040.0060.0040.0060.0050.0060-0040.0060.0040.0060.0050.0060.0040.0060.0040.0060.0050.0060.0040.0060.0050.u)60.0040.006
1.651.101.651.321.651.101.651.101.651.321.651.101.651.101.651.321.651.101.651.321.651.101.651.101.651.321.651.101.651.101.651.321.651.101.651.101.651.321.651.101.651.321.65't.101.65
41
27.8641.7933.4341.7927.8641.7927.8641.7933.4341.7927.E641.7927.E641.7933.4341.7927.8641.7933.4341-7927.&41.7927.8641.7933.4341.7927,8641.7927.8641.7933.4341.7927.8641.7927.E64't.7933.434',t.7927.8641.7933.4341.7927.8641.79
TEST 16
24s
Month day Year Hour llinute Second Interval ToAI, sec Tobl, min tips/min gatlmin ft3 lmin t lmin in/hr mm/hr11
tl11
11
11
11
11
11
11
't111
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
'tl11
11
11
11
't1't11'l
1'l11
11
11
11
't111
't111'11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'.|
11
11
11
11
11'tl11
11
11
11
11
1'l11
444444444444444444444444444444444444444444444
1212121212't2't2't2121212
1212121212'12
12121212'12
12121212
12
12
1212
121212121212121212121212121212
373737383838363838383838383838383838383838383838383838383839393939393939393939393939393939
545659
1
3.55.581013
14.517.519.522242729
31.533.5363841
4345.547.55052
54.556.559
1
3.55.58.510.51315
17.519.5222427
28.531.533.535
2.502.OO
3.002.002.502.002-502.O03.001.503.002.OO
2.502.003.002.002.502.OO
2.502.O03.002.002.502.OO
2.502.OO
2.502.OO
2.502.OO
2.502.003.002.002.502.OO
2.502.002.502.OO
3.001.503.002.002.50
1674.001676.001679.001681.001683.5016E5.50't688.00't690.00't693.001694.501697.501699.501702.001704.001707.OO
1709.00't711-501713.501716.001718.001721.O0't723.OO
1725-501727-501730.001732-OO
17U.501736.501739.001741.OO
1743.501745.501748.501750.501753.001755.001757 -501759.501762.001764.001767.001768.501771.501773.501776.OO
27.9027.9327.9828.O228.0628.0928.1328.1728.2228.2428.2928.3328.3728.4028.4528.4828.5328.562E.6028.6328.6828.7228.7628.7928.832E.8728.9128-9428.9829.O229.0629.0929.1429.1829.2229.2529.2929.3329.3729.4029.4529.4829.5329.5629.60
24.O030.0020.0030.0024-OO
30.0024.0030.0020.0040.0020.0030.0024.OO30.0020.0030.0024.OO
30.0024.OO
30.0020.0030.0024.O030.0024.0030.0024.OO
30.0024.OO
30.0024.OO
30.0020.0030.0024.OO
30.0024.O030.0024.OO
30.0020.0040.0020.0030.0024.OO
1.291.611.081.61
1.291.6'l1.291.61
1.082.151.08't.61
1.291.61
1.081.61
1.291.611.291.6'l1.061.61
1.291.61
1.291.61
1.291.611.291.61
1.291.61
1.081.611.291.61
1.291.611.291.61
1.082.'.15
1.081.61
1-29
o.173o.2'16o.'144o.216o.173o.216o.173o.216o.144o.288o-1440.216o.173o.216o-1440.216o-1730.2't60.1 73o.216o.1440.216o.173o.2160.173o.2160.1 730.2160.173o.2160.173o.216o.144o.216o.173o-216o.173o.2160.173o.216o.1440.288o-1440.216o.173
0.0050.0060.0040.0060.0050.0060.0050.0060.0(Xo-oo80.0040.0050.0050.0060.0040.0060.0050.0060.0050.0060.o(X0.0060.0050.0060.0050.006o-0050.0060.0050.0060.0050.0060.0040.0060.0050.0060.0050.0060.0050.0060.o040.0080.0040.0060.005
1.321.651.101.651.321.651.321.651.102.191.101.651.321.651.101.651.321.651-321.651.101.651.321.651.321.651.321.651.321.651.32't.65
1.101.651.32'1.65
1-321.651-321.651.102.191.101.651.32
33.4341-7927.8641.7933.4341-7933.4341.7927.8655.7227.8641.7933.4341.7927.8641-7933.4341.7933.4341.7927.8641.7933.4341.7933.434',t.7933.4341.7933.434',1.79
33.4341.7927.8641-7933.4341,7933.4341.7933.434',t.79
27.8655.7227-8641.7933.43
TEST 16
246
Honth Year Hour ilinute Second lnterval sec mn ft3 lmin 3 in/hr mm/hr11
11
11
11
11
11
11
11
11
11
11
11
1'l
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
'11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
1't
11
11
11
11
11
11
11
't1't111
12
12121212121212121212
12121212't21212121212121212121212
12
1212121212121212121212121212121212
393939?o
393939393939404040404040404040404040404040404040404040404040404041
41
41
4',|
4141
4141
41
3840.s42.54547
49.551.554.556590.53.55.5610
12-5'14.5
1719
21.523.52628
30.532.5353740
41.544.5464951
53.555.s580
2.54
6.5E.511
1315.517-5
2.002.s02.OO
2.502.002.502.OO
3.001.503.001.503.002.OO
2.502.002.502.002.502.OO
2.502.002.502.O0
2.502.002.502.003.001.503.001.503.002.002.502.OO
2.502.002.501.502.502-OO
2.502.OO
2.502.00
1780.50't782-SO
1785.001787.0017E9.501 791.501794.501796.001799.001800.50't803.501805.50't808.00
1610.001812.501814.501817.001E19.001821.501823.501E26.001 828.001830.501832.501 E35.001837.001840.001841.50't8214.50
1E46.001E49.001851.001853.501855.501858.001860.001862.501864.001E66.501E66.501871.001873.001675.501877.50
29.6329-6829.7129.7529.7E29.8329.8629.9129.9329.9830.0130.0630.0930.1330.1730.2130.2430.2830.3230.3630.3930.4330.4730.5130.5430.5830.6230.6730.6930.7430.7730.8230.8530.8930.9330.9731.0031.O43't.0731-1 1
31,1431.1E31.2231.2631.29
30.0024.OO
30.0024.O030.0024.0030.0020.0040.0020.0040.0020.0030.0024.OO
30.0024.OO
30.0024.OO
30.0024.0030.0024.O030.0024.OO
30.0024.OO
30.0020.0040.0020.0040.0020.0030.0024.OO
30.0024.O030.0024.0040.0024.O030.0024,OO
30.0024.OO
30.00
1.611.291.6'|1.291.61
1.291.611.082.151.0E2.151.081.61
1.291.61
1.291.611.291.61
1.291.611.291.611.291.61
1.291.61
1.082.151.0E2.151.081.61
1.291.611.291.611.292.151.291.611.291.611.291.61
o.2160.1730.2160.173o.2160.173o.216o-1Mo.28Eo.1440.288o.'t440.2160.1 730.2160.1730.2160.173o.216o.'t730.2160.1730.2160.1730.216o.1730.216o.1440.268o.1440.288o.144o.216o-173o.216o-173o.2160.1730.288o-173o.2160.1730.2't60.1730.215
0.0050.0060.0050.0060.0050.0060.0040.0080.0o40.0080.0040.0060.0050.0060.0050.0050.0050.0060.005o-0060.0050.0060.0050.0060.0050.0060.0040.0080.0040.0080.0040.0060.0050.0060.0050.0060.0050.0080.0050.0060.0050.0060.0050.006
1.65't.321.651.321.65't.321.651.102.191.102.191.101.651.321.651.321.651.321.651.321.651.321.651.321.651.321.651.102.191.102.191.101.651.321.651.321.651.322-191.321.651.321.651.321.65
41.7933.4341.7933.4341.7933.4341.7927.8655.7227.8655.7227.8641.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7927.8655.7227.8655.7227.8641.7933.4341.7933.4341.7933.4355-7233.4341.7933.434',t.79
33.434',t-79
TEST 16
247
Month day Year Hour Minute Second lnteval Total, sec ToEl, min tipslmin gal/min ft3 lmin mt lmin in/hr mmrhr11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1',1
11
11
11
11
1'l11
11
11
121212121212121212121212121212121212121212
121212121212121212121212121212121212121212121212
444444444444444444444444444444444444444444444
4141
41
4'l41
41
41
41
41
4141414141414141
41
424242424242424242424242424242424242424242424242424242
2022
24.526.52931
33.535.53840
42.544.54749
51.553.556580.52.5
5
710
't 1.s14.51619
20.523.52528
29.532.53437
38.541.543
45.547.5505255
56.559
2.502.002.502.002.502.002.502.OO
2.502.002.502.OO
2.502.OO
2.502.002.502.OO
2.so2.002.502.003.001.503.00'1.50
3.001.503.001.503.001.503.001.503.001.503.001.502.502.OO
2.502.OO
3.001.502-50
1880.001882.001864.501886.501889.001E91.001 893.501895.501 898.001900.001902.501904.501907.001909.00191 1.501913.501916.001918.001920.501922.sO1925.001927.001930.001931.501934.501936.001939.001940.501943.501945.001948.001949.50't952.501954.001957.001958.501961.501963.001965.501967.501970.001972.001975.001976.501979.00
31.3331.3731.4131.4431.4831.5231.5631.5931.6331.6731.7131.7431.7831.8231.8631.8931.9331.9732.O1
32.M32.0832.1232.1732.1932.2432.2732.3232.3432.3932.4232.4732.4932.5432.5732.6232.U32.69s2.7232.7632.7932.8332.8732.9232.9432.98
24.O030.0024.OO30.0024.OO30.0024.O030.0024.0030.0024.0030.0024.OO
30.o024.OO
30.0024.OO
30.0024.OO
30.0024.O030.o020.0040.0020.0040.0020.0040.0020.0040.0020.0040.0020.0040.0020.0040.0020.0040.o024.OO
30.0024-OO
30.0020.0040.0024.OO
1.291.611.291.61
1.291.61
1.291.61
1.291.61
1.291.611.291.611.291.61
1.29't.61
1.291.61't.291.61
1.082.151.082.151.082.151.OE
2.151.082.151.082.151.082.1s1.082.151.291.61
1.291.611.082.151.29
0.1730.2160.173o.2160.1730.2160.173o.2160.1730.2160.1 73o-216o-1730.2160.1730.2160.1730.216o.1730.216o.1730.216o.1440.288o.144o.288o.1440.288o.1440.2880.1440.2E8o.1440.288o.1440.288o.1440.2880.173o.2160.173o.216o.1440.2880.173
0.0050.0060.0050.0050.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0040.0080.0040.0080.0040.0080.0040.0080.0040.0080.0(x0.0080.0040.0080.0040.0080.0050.0060.0050.0060.0040.0080.005
1.321.651.321.651.321.651.321.651.32't.65
1.321.651.321.651.321.651.321.651.321.651.321.651.102.191.102.191.102.191.102.191.102.191.102.191.102.191.102.191.321.651.321.651.102.',t91.32
33.4341-7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7927.8655.7227.8655.7227.8655.7227.8655.7227.8655.7227.8655.7227.8655.7227.8655.7233.4341.7933.4341.7927.865s.7233.43
TEST 16
248
llonth day Year Hour Minute Second lnterual TaAL sec Total, min tips/min gallmin ftt lmin mt lmin in/hr mm/hr11
11
11
11
11
11
11
11
11
11
11
't1
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
't111
11
11
11
11
11
11
'11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
't111
1'1
11
11
't111
't111
11
11
11
11
11
11
11
1'.l
11'tl11
11
11
11
't1
444444444444444444444444444444444444444444444
'12
1212121212121212121212121212121212121212121212121212121212121212
1212121212121212
12121212
434343434343434343434343434343434343434343434343434343444444444444444444444444444444444444
I3.55.5810
12.5't4.517
18.521.52326
27.53032
34.536.53941
43.54548
49.552.554
56.558.5
1
35.57.51012
14.516.51921
23.525
27.529.53234
36.538.5
2.OO
2.502.OO
2.502.OO
2.502-OO
2.501.503.001.503.001.502.502.OO
2-502.OO
2.502.OO
2.501.503.001.503.001.502.502.OO
2.502.OO
2.502.OO
2.502-OO
2.502.002-502.002.501.502.502.002.502.O02.502.OO
1981.001983.501985.501988.001990.001992.501994.501997.001998.502001.502003.002006.002007.502010.002012.OO
2014.502016.502019.002021-OO
2023.502025.002028.OO
2029.502032.502034.002036.502038.50204'1.002043.002045.502047.502050.002052.OO
2054.502056.502059.00206't.002063.502065.002067.502069.502072.O02074.O02076.502078.50
33.0233.0633.0933.1333-1733.2133.2433.2833.3133.3633.3833.4333.4633.5033.5333.5833.6133.6533.6633.7333.7533.8033.8333.8833.9033.9433.98u.o234.0534.0934.'13u.17u.20u.24u.28u.3234.3534.3934.42u.4634.4934.5334.5734.6134.U
30.0024.OO
30.0024.OO
30.0024.0030.0024.OO
40.0020.0040.0020.0040.0024-0030.0024.O030.0024.OO
30.0024.OO
40.0020.0040.0020.0040.0024.0030.0024.O030.0024.O030.0024-OO
30.0024.0030.0024.OO
30.0024-OO
40.0024.OO
30.0024.OO30.0024.OO
30.00
1.61
1.291.611.291.611.291.611.292.151.082.151.082.151.291.61
1.291.611.291.61
1.292.151.082.'t51.082.151.291.61
1.291.61
1.291.611.291.61
1.291.611.291.611.292.'151.291.611.291.611-291.61
o.216o.173o.216o.1730,2160.'t73o.2160.1 730.2884.1440.288o.'1440-2880.173o.216o.173o.216o.1730.216o.173o.288o.1440.288o.144o.2880.1730.2160.1730.2160.1730.2160.1730.2160.1730.2160.1730.2160.1730.288o.173o.2160.'1730.2't6o.1730-215
0.0060.0050-0060.0050.0060.0050.0060.0050.0080.0040.0080.0040.0080.0050.0060.0050.0060.0050.0060.0050.0080.0040.0080.0040.0080.0050.0060.0050.0060.005o_005
0.0050.0060.0050.0(r0.0050-0060.0050.0o80.0050.0060.0050.0060.0050.006
1.651.321.651.321.651.321.651.322.191.102.191.102.191.321.651.321.651.321.651.322.191.102.191.102.191.321.651.321.651.321.651.321.651.321.651.321.651.322.191.321.65't.321.65'1.32
1.65
41.7933.4341.7933.4341.7933.4341.7933.4355.7227.8655.7227-A655-7233.4341,7933.4341.7933.4341.7933.4355.7227.8655.7227.8655.7233.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4341.7933.4355.7233.4341.7933.4341.7933.4341.79
TEST 16
249
Month day Year Hou Minute Second lnterval Tobl, sec Tof:,L min tips/min gatlmin ft3 lmin m3 lmin in/hr mm/hr11
11
11
11
11
11
11
'11
11
11
11
11
11
11
11
11
11
11
11
11
11'11
11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
'11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12't21212121212
121212121212121212121212121212't21212
12121212121212
't2121212121212121212121212
444444444444444444444444444444444444444444444
444444444444444444454545454545454545454545454545454545454545454545454545464646464646464646
41
4345.54750
51.55456
58.50.535
7.59.512
14
16.518
20.522.52527
29.531.53436
38.54043
44.54749
51.553.5565E
0.52.5
5
6.59.511
't3.515.518
2.502.002.501.503.001.502.502.OO
2.502.OO
2.502.O0
2.502.002.502.OO
2.501.502.502.002.502.OO
2.502.OO
2.502.002.501.503.001.502.502.002.502.002.502.OO
2.502.OO
2.50't.503.001.502.502.002.50
2081.002083.002065.5020E7.002090,002091.502094.002096.002098.502100.502't03.002105.002107.502109.502112.002114.0021 16.502118.002120.502122.502125-OO
2127.OO
2129.502131.5021U.OO2 1 36.002138.502140.OO
2143.OO
2144.502147.OO
2149.OO
2151.502153.502156.002158.002160.502162.502165.002't66.502169.502171-OO
2173.502175.502178.OO
34.68u.72u.7634.7E34.8334.8634.9034.9334.9835.0135.0535.0835.1335.1635.2035.2335.2835.3035-3435_38
35.4235.4535.4935.5335.5735.6035.6435.6735.7235.7435.7835.8235.8635.8935.9335.9736.0136.0436.0836.1 1
36.1636.1836.2336.2636.30
24.0030.0024.0040.0020.0040.0024.O030.0024.OO
30.0024.OO30.0024.0030.0024.O030.0024.OO
40.0024.OO
30.0024.OO30.0024.0030.0024.O030.0024.OO
40.0020.o040.0024.O030.0024.OO
30.0024.OO
30.0024.OO
30.0024.OO
40.0020.0040.0024.OO
30.0024.OO
1.291.6'l1.292-151.082.151.291.611.291.611.291.6'1
't.291.61
1.291.61
1-292.151.291.611.291.611.291.61
1.291.61
1.292.'t51.082.151.291.611.291.61
1.291.611.291.611.292.151.082.151-291.611-29
0.1730.2160.1730.288o.1440.2880.1730.216o.173o.2160.1730.2160.173o.2160.1730.2160.1730.288o.173o.216o.1730.216o.173o.2160.173o.216o.1730.288o.1440.288o.1730.216o.1730.2160.173o-2'160.1730.2160.1730-2880.1440.2880.173o.2160.173
0.0050.0060,0050.0080.0040.0080.0050.0060.0050.0060.0050.0050.0050.0060.0050.0060.0050.0080.0050.0060.0050.0060.0050.0060.0050.0060.0050.0080.0040.0080.0050.0060.0050.0060.0050.0060.0050.0060.0050.0080.0040.0080-0050.0060.005
1.321.651.322.',t91.102.191.321.651.321.651.321.651.321.651.32't.651.322.191.321.651.321.651.321.651.321.651.322.191.102.191.321.651.321.651.321.651.321.65't.322.191.102.191.321.651-32
33.4341.7933.4355.7227.8655.7233.4341.7933-4341.7933.4341.7933.4341.7933.4341-7933.4355.7233.4341.7933.4341.7933.4341.7933.4341.7933.4355.7227.8655.7233.4341-7933.4341.7933.4341.7933.4341.7933.4355.7227.E655.7233.434',t.7933.43
TEST 16
250
llonth day Year Hour ltlinute Second lntelal Tog!, sec To&,l, min tipslmin gal/min ftt lmin m3 lmin in/hr mm/hr11
11
11
11
1',1
11
1'l11
11
11
11
11
1'l11
11
11
11
11
11
11'11
'11
11
11
11
11
11
11
11
11
11
't111
1'l
11
11
11
11
11
11
11
11
11
't111
't111
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
'11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
1',l
11
11
11
11
11
1212121212121212
121212121212121212121212121212
12
12121212121212
1212
121212121212121212121212
444444444444444444444444444444444444444444444
464646464646464646464646464646464646464747474747474747474747474747474747474747474747474747
2022.52427
26.53l33
35.537
39.541.544
45.54850
52.55457
58.51
35.57
9.511.51416
18.520
22.524.52729
31.533
35.537.54042
44.546
48.550.55355
2.002.501.503.001.502.502.OO
2.50'1.50
2.502.O02.501.502.502.002.501.503.001.502.502.OO
2.501.502.502.OO
2-502-002.501.502.502.002.502.OO
2.501.502.502.002-502.002.501.502.502.002.502.OO
2180.002182.5021U.002187.OO
2188,502't91.002193.002195.502197.002199.502201.502204.O02205.502208.O02210.O02212.502214-OO
2217-OO
2218.502221.OO
2223.OO2225.502227.O02229.502231-502234.OO2236.OO
2238.502240.OO
2242.502244.502247.002249-OO
2251.502253.OO
2255.502257.502260.OO
2262-OO22U.502266.002268-502270.502273.OO
2275.OO
36.3336.3836.4036.4536.4836.5236.5536.5936.6236.6636.6936.7336.7636.8036.8336.8836.9036.9536.9837.0237.0537.0937.1237.1637.1 9
37.23s7.2737.3137.3337.3837.4137.4537.4837.5337.5537.5937.6337.6737.7037.7437.7737.8137.U37.8837.92
30.0024.O040.0020.0040.0024.OO
30.0024.OO
40.0024.OO
30.0024-OO
40.0024.OO30.0024.OO40.0020.0040.0024.OO
30.0024.O040.0024-0030.0024.O030.0024.0O40.0024.OO
30.0024.O030.0024.0O40.0024.OO
30.0024.0030.0024.OO
40.0024.O030.0024.O030.00
1.61
1.292.',t51.082.151.291.61
1.292.151.291.61
1.292.151.291.611.292.151.082.151.291.61
1.292.151.291.61
1.291.611.292.151.291.61
1.291.61
1.292.151.291.61
't.291.61'1.29
2.151.291.61't.291.61
o.216o.1730.288o.1440.2880.173o.216o.173o.288o.1730.2160.1730.288o.1730.216o-1730.288o.144o.2880.173o.2160.1730.2880.173o,216o.173o.216o.173o.2880.1730.216o.1730.216o.173o.2880.1 730.216o.173o-2160.1730.2880.173o.216o.173o.216
0.0060.0050.0080.0040.0080.0050.0060.0050.0080.0050.0060.0050.0080.0050.0060.0050.0080.0040.008o-0050.0060.0050.0080.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0060.0050.0080.0050.0060.0050.006
1.651.322.191.102191.321.65't.322.191.321.651.322.191.321.651.322.191.102.191.321.651.322.191.321.651.321.651.322.191.321.651.321.65't.322.191.321.651.321.651.322.191.321.651.321.65
41-7933.4355.7227.8655.7233.4341.7933.4355.7233.4341.7933.4355.7233.4341.7933.4355.7227.8655.7233.4341.7933.4355.7233.4341.7933.4341.7933.4355.7233.4341.7933.4341.7933.4355.7233.434',t.7933.4341.7933.43s5.7233.434',t.7933.4341-79
TEST 16
251
Month Year Hour llinute Second lnterval sec mn in/hr mm/hr11
1l11
't111
11
11
1'l11
11
11'tl11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
1',l
11
11'll11
11
11'tl11
11
11
1'.|
11
11
11
11
11
11
11
444444444444444444444444444444444444444444444
1212121212121212121212121212121212121212't212121212121212't212121212't21212121212121212121212
.5047474A484848484848484848484848484848484848484848484848484848494949494949494949494949494949
57.559.51.53.56I
10.5't2
14.516.519
20.52325
27.529
31.533.535.537.540424446
48.550
52.554.557
5E.51
3
5.57
9.511.514
15.518.520
22.524.527
28.531
2.502.OO
2.002.OO
2-502.002.501.502.502.OO
2.50't.50
2.502.OO
2.501.502.502.OO
2.OO
2.OO
2.502.OO
2.OO
2.OO
2.501.502.502.OO
2.501.502.502.002.501.502.502.OO
2.501.503.001.502.502.OO
2.501.502.50
2279.502281.502283.502286.O02288.OO
2250.502292.002294.502296.502299.OO
2300-502303.002305.002307.502309.00231 1.502313.50231 5.502317.502320.O02322.OO
2324.OO
2326.00232A.502330.002332.502334.502337.OO
233E.502U1.002343.002345.502U7.OO2349.502351.502354.002355.502358.502360.002362.502364.502367.002368.502371.O0
37.9637.9938.0338.0636.1038.1338.1838.2038.243E.2638.3238.3438.3838.4238.4638.4838.5338.5638.5936.6338.6738.7038.7338.7736.8138.8338.8838.913E.9538.9839.0239.0539.0939.1239.1639.1939.2339.2639.3139.3339.3839.4'l39.4539.4839.52
24.0030.0030.0030.0024.OO
30.0024.0040.0024.OO
30.0024.O040.0024.OO30-0024.O040.0024.0030.0030.0030.0024.O030.0030.0030.0024.OO
40.0024.OO30.0024.OO
40.0024.OO
30.0024-0040.0024.O030-0024.OO
40.0020.0040.0024.OO
30.0024.0040.0024.OO
1.291.61
1.611.611.291.61
1-292-151.291.611.292.151.291.61
1.292.151.291.611.611.611.291.61'1.61
1.61
1.292.'t51.291.61
1.292.151.291.61
1.292.151.291.611.292-151.082.151.291.611.292.151.29
o.'t73o-2'16o.216o.2160.1730.2160.'t730.288o.173o.2160.1730.2880.1730.2160.1730.288o-173o.216o.216o.216o.1730.2160.2160.2160.1730.2880.173o.2160.1730.288o.1730.216o.1730.2880.1 73o.va0.1 730.288o.'t44O.2EE
o.173o.216o.1730.2880.173
0.0050.0060.0060.0060.0050.0060.0050.0080.0050.0060.0050.0080.0050.0060.0050.0080.0050.0060.0060.0060.0050.0060.0060.0060.0050.0080.0050.0060.0050.0080.0050.0060.0050.0080.0050.0060.0050.0080.0040.0080.0050.0060.0050.0080.005
1.321.651.651.651.321.651.322.191.321.651.322.',t91.321.651.322.191.321.651.651.651.321.651.651.651.322.191.321.651.322.191.321.651.322.191.321.651.322.191.102-191.321.651.322.'t91.32
33.4341.7941.7941.7933.4341.7933.4355.7233.4341.7933-4355.7233-4341.7933.4355.7233.4341.7941.7941.7933.4341.7941.7941.7933.4355.7233.4341.7933.4355.7233.4341.7933.4355.7233.4341.7933.4355.7227.86s5.7233.434't.7933.4355-7233.43
TEST 16
2s2
,lond1 day Year Hour Uinute Second tnterval ToAL sec Tof:,L min tips/min gatlmin ft3 lmin mt lmin in/hr mm/hr't111
11
11
11
11
11
1'l't111
11
11
11
11
11
11
1',|
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1',|
11
11
11
11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
11
11
11
11'11
11
11
11
11
11
1'l11
11
11
11
11
11
11
11
11
11
't111
11
11
11
11
11'tl11
1l11
11
11
1212121212't212'12
12
121212121212121212121212121212
121212121212121212121212
121212121212121212
444444444444444444444444444444444444444444444
4949494949494949494949494950505050505050505050505050505050505050505050505050505'l51
51
51
51
5'l
32.s3537
39.541
43.545.547.549.s52
53.556
57.502
4.56
8.510.513
14.51719
21.523
25.527.53032
34.536.539.s41.544.546.550
52.556.559.54.58.514192430
1.502.502.OO
2.501.502.502.O0
2.OO
2.OA
2.501.502.501.502.502.AO
2.501.502.502.OO
2.501.502.502.002.50't.50
2-592.OO
2.502.OO
2.502.003.002.003.002.003.502.504.003.005.004.005.505.005.006-00
2372.502375.O02377.O02379.502381.0023E3.502385.502387.502389.502392.4O2393.502396.002397.s02400.002402.OO
2404.502406.002408.502410.502413.002414.502417.OO
2419.O02421.502423.O02425-502427.502430.002432.O024U.502436.502439.502441.502444.502446.502450.002452.502456.502459.50246r'..502468.502474.AO2479.OO
24U.OO2490.00
39.5439.5839.6239.6639.6839.7339.7639.7939.8339.8739.8939.9339.9640.0040.0340.0840.1040.1440.1840.2240.2440.2840.3240.3640.3840.4340.4640.5040.5340.5840.6140.6640.6940.7440.7840.8340.8840.9440.9941.0841.1441.234't.3241.4041.50
40.0024.OO
30.0024.OO
40.0024.OO
30.0030.0030.0024.OO
40.0024.OO
40.0024.OO
30.0024.OO
40.0024.OO
30.0024.N40.0024.O030.0024.OO
40.0024.OO
30.0024.OO
30.0024.OO
30.0020.0030.0020-oo30.0017.1424.OO
15.0020.0012.0015.0010.9112-OO
12.OO
10.00
2.151.291.61
1.292.151.291.61
1.61
1.61
1.292.151.292.151.291.611.292.15't.291.61
1-292.151.291.61
1.292.151.291.61
1.291.61
1.291.61't.08
1.611.081.610.921.290.811.080.650.610.590.650.650.54
0.288o.173o.2160.1730.288o.173o.2160.216o.216o.1730.2880.1730.2880.173o.216o.1730.2680.173o.216o.1730.2880.173o.2160.173o.2880.1 730.216o.173o.2160.173o.2160.1440.2 t6o.'t440.216o.123o.1730.108o.1440.0860.1060.0760.0860.086o.o72
0.0o80.0050.0060.0050.0080.0050.0060.006o-0060.0050.0080.0050.0080.0050.0060.0050.0080.0050.0060.0050.0080.0050.0060.005o.ooE0.0050.0060.0050.0060.0050.0060.0040.0060.0040.0060.0030.0050.0030.0040.0020.0030.0020.0020.0020.002
2.'t91.321.651.322.191.32't.651.651.651.322.191.322-191.321.651.322.191.321.651.322.191.321.651.322.191.32't.651.321.651.321.651.10't.651.101.650.941.320-821.100.660.820.600.660.660.55
55.7233.4341.7933.4355.7233.4341.7941.7941.7933.4355.7233.4355.7233.4341.7933.4355.7233.4341.7933.4355.7233.4341.7933.4355.7233.4341.7933.4341-7933.4341.7927.864't.7927.8641-7923.8833.4320.9027-8616.7220.9015.2016.7216.7213.93
TEST 16
253
17.00/t5.o0
147.@
s€G
2507.002553.002700-oo
41.7842.5545.00
3.53't.30
o.410.07o.02
0.oo9o.o03
0.(plo.(Xlo0.o00
iflfir0.190.070.00
4.921.820.o0
mtt 3
1'l11
11
11
11
12't212
444
47330
5t5255
TEST 16
254
Applied Rain and Runon Quantities
Tine(m,tn)
EttecliveAssocrbted Associaf€d Tel hrflouto
Rain Runon Runon Runon lmpewiws tnpqvbus To''ltinfu]$t inf,ow ptotonly(mm/hr, (gallmin) lmtlminl (t"/nin) Lenth(m) L€''U, (A @3/min) (ffilnin) (nn/hd
Rainfail Vefifiation
Gauge#Neasur"dDepth (in)
2.451.802.@
Aap6€dnme Avg.(min) Intensry
3.682.703.00
Spac/, /l
Avg.( in/hr) &( mn/hr) sid. Dev.
14.4
040.0040.00
u.144.10.0
9.46E{39.46E-03
0.o
0.3340.334
21.921.9
0.0
365.20355.20
0.023456
2.52.50.0
6.686.68
0.0
1.23E421.23E42
0.0
9.4140-434
TEST.16
255
SO'L MO'STURE PROBE READ'NGS
Time Time(actuan min Probe I Prooe z Prote g
12:10 0.00 13.8o/o 9.9%12:15 5.00 23-60/o 19-5o/o
12:25 15.00 25.0o/o 28.0o/o
12:30 20.00 25.3o/o 28-0o/o
12:35 25.00 25.3o/o 28-Oo/o
12:50 40.00 25.3o/o 28-O%
ProbeLocations
from top(crn)
65135
Probe 1:
Probe 2:
Average I n itial M o istu re :Average Max Moisture:dtheta:
11.9%26.7%14.8%
TEST 16
256
PLOT HYDRAULIC CONDUCTIVTTY ESTTMATTON (RAtN-ONLy / TEST 15 DATA)
Rainfall VerificationSpacialAvg.
Avg. (in/hr) &mm/hr Std. Dev.#
MeasuredElapsed
Time(min)(in) Time lntensity
KeKe (in/hr) (mm/hr) Ke (cm/sec)
2.63 66.7 1.853E-031
23456
2.602.152.50
2.U2.352.73
68.6 6250
55.055.0
68.668.6
0
Applied Rain (mm/hr):Ptot Area (m2 ):
Steady Runoff (mm/hr):
68.62.O2
1.83
Month day Year Hour Minute Second lntenral Total, sec Total, min tipdmin gal/min ft3 /min m3 /min in/hr mm/hr11
11
11
11
't111
11
11
11
11
11
11
11
11
11
131313131313141414141414141414
0.000 0.000 0.00 0.000.001 0.000 0.02 0.430.002 0.000 0.07 1.650.002 0.000 0.06 1.630.002 0.000 0.07 1.890.002 0.000 0.08 2.o70.003 0.000 0.09 2.200.002 0.000 0.08 1.990.003 0.000 0.09 2.330.002 0.000 0.07 1.860.002 0.000 0.06 1.650.002 0.000 0.06 1.490.002 0.000 0.07 1.720.002 0.000 0.06 1.490.001 0.000 0.02 0.44
55555555
5
555555
444444444444444
059.5392234
29.514.517538.5
48.552.523.526.513
30434751
5,4
570
3
5
I1216202438
0839.50219.50223.OO192.00175.50165.00't82.50
1 56.00195.50220.00244.OO211.00243.00826.50
0.00839-501059.001282.001474.00'1&49.50
1814.501997-002153.002348.502568.502812.503023.503266.504093.00
0.0013.9917.6521.3724.5727-4930.2433.2835.8839.1442.81
46.8850.3934.4468-22
0.000.07o.27o.270.310.340.360.330.380.310.27o.250.280.250.07
0.000.000.010.010.02o.o20.02o.o20.02o.o20.010.01o.o20.010.00
TEST 16
r
257
LIDphi:Ks:
1 5Ke0.5
1.83E-03
cm/sec
dtheta
mm/hr
3200Ko
1% slope (x:1):10000 LtD tength (cm):
Max Runoff Actual Runoff o/o
(mm/hr) (mm/hr) Difference1.93
sec mtn
60120180240300360420480540600660720780840900960
10201 08011401200126013201 38014401 5001 5601620168017401 8001 86019201 980204021002160222022802340240024602520
1
234567Io
1011
1213141516171B
192021
22232425262728293031
32333435363738394041
42
0.000000020.000000020.000000020.00000002
00.000000070.000000170.000000330.000000610.000000990.000001490.0000021 5
0.0000030.000004050.000005330.000006880.000008710.00001 0850.00001 3340.000016190,00001 9440.000023120.000027230.000031830.000036920.000042540.000047970.000050960.000051690.000051 870.000052010.000052150.000052280.000052410.000052520.000052620,000052720.000052810.000052890.000052970.000053040.0000531 1
0.000.000.000.000.000.000.010.010.020.040.050.080.110.150.190.250.310.390.480.580.700.830.981.151.331.531.731.831.861.871.871.BB
1.881.891.891.891.901.901.901.91
1.91
1.91
TEST 16
258
sec min mm/hrMax Runoff Actual Runoff %(mm/hr) (mm/hr) Difference
258026402700276028202880294030003060312031 80324033003360342034803540360036603720378038403900
434445464748495051
52535455565758596061
62636465
0.000053170.000053240.000053290.00005335
0.00005340.00005345
0.00005350.000053540.000053590.000053630.00005367
0.00005370.000053740.000000020.000000020.000000020.000000020.000000020.000000020.000000020.000000020.000000020.00000002
1.91't.921.921.921.92't.921.931.931.931.931.931.931.930.000.000,000.000.000.000.000.000.000.00
TEST 16
2s9
FIGURE A-22
Plot Conductivity Test -15
Time (min)
TEST 16
75
70
65
60
55
50
45
€notr
€ss9o^aE ot&
25
20
{5
10
5
0
6 55305 40 45 5010 15 20
Simulated Rain(mm/hr)
- ModelPrediction
-Measured
PlotRunoff (mm/hr)
260
LID 16phi:Ks:
sec
5.00E.033
2005 dtheta
Ko:40%
40000 t,Dslope (x:1):
min
6012018024030036042048054060066072078084090096010201 08011401200126013201 38014401 5001 56016201 68017401 8001 8601 9201 980204021002160222022802340240024602520258026402700276028202880294030003060312031 B03240
0.022.416.7515.5429.8951.1874.2282.1583.5683.8183.8683,8883.8883.8883.8883.8883.8883.8883.8883.8983.8983.8983.8983.8983.8983.88B3.BB
83.8883.8883.8883.8983.8983.8983.8983.8983.8983.8983.8983.8983.8955.8839,9929.9623.3018.6815.3412.8510.949.458.257.286.485.81
5.24
0.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0004270.0005820.0006740.0007370.0007830.0008200.0008500.0008750.0008960.00091 5
0.0009310.0009460.0009590.0009710.0009820.0009920.001 001
0.0010090.001 0160.001 0240.001 0300.001 0360.001 0420.001 0480.001 0530.001 0570.001 0620.001 0660.0003760.0001030.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.0000000.000000
0.000.000.000.000.000.000.000.000.000.000.000.000.00'15.37
20.9424.2626.5228.2029.5130.5931.4932.2632.9433.5334.0534.5334.9535.3435.6936.0236.3236.5936.8537.0937.3137.5237.7137.9038.0738,2338.3913.533.700.000.000.000.000.000.000.000.000.000.000.000.00
1
2
345
67
II10
11
12
1314
15
16
17
18
192021
22232425262728293031
3233343536373B
39404'l4243444546474B495051
525354
0.000000660.000066840.0001 87630.000431 58
00.001421770.0020618
0.002282010.00232111
0.00232810.002329530.002329880.002329990.002330030.002330060.00233008
0.00233010.002330120.0023301 3
0.002330140.002330160.0023301 7
0.002330'180.0023301 I
0.00233020.0023301 2
0.002330090.002330080.002330090.002330120.002330140.0023301 60,00233019
0.00233020.002330220.002330230.002330240.002330250.002330260.002330270.001 552350.001 1 10770.000832310.000647360.00051 B860.000426090.000356940.000303960.000262430.000229230.000202230.0001 79960,000161 34
0.0001456
TEST 16
EPS
cm/sec mm/hr
END OF PLOT
cm/soc mm/hr
lYlax
Runoff(mm/hr)
Actual Runoff lo(mm/hr) Dlfference
26t
;""
EFS
cm/9ec mm/hl mm/hr
PLC'TMax
Runoff(mm/hr)
Actua! Runoff clc
(mm/hr) Dlffor€nceminsec330033603420348035403600
4.764.U3.983.663.383.14
0.000.000.000.000.000.00
5657585g60
0.000120590.0001 10530.000101730.000094020.00008717
0.0000000.0000000.0000000.0000000.0000000.000000
TEST 16
262
FIGURE A-22
Rain/Runoff Hydrograph - 15
30%
2s%
20o/o
10o/o
Oo/o
140
120
100
v0,
80 itt
JJ
60
40
20
5o/o
5o/o
1
oL
lso=oo
00 5 10 15 20 25 30
Elapsed Time (min)
35
TEST 16
40 45 50 55
afaI,
Ila
II
1-a'
-FSoil Probe I
-".Fsoil Probe 2
Simulated Rain(mm/hr)
I - ModelPrediction(mm/hr)
-Measured
PlotRunoff (mm/hr)
263
APPENDIX B
SpokaneUS 2 Hyetograph
&Hydrograph Data
264
Spokane US 2 Precipitatlon Event Log
DateDuration,
HoursGood Rainfall
data?
TotalRainfall,
mm
Poaklntensity,mm/hour
Peak 6Min
lntensity,mm/hour
AntecedentDry Poriod,
hours
9/11/04 5109
9112104 16:38
9/13/04 11:05
9/13/04 16:16
th5l04 4i34
911510414:48
911710411:24
10161047:38
10191043:47
1011610412:18
10116104 23t19
1011710419:07
111110422:33
111210411:26
1116104 17i39
11tl5t0417"56
111181047:14
1112310422:24
3.9
0.4
1.3
0.9
6.6
2.8
4.5
6.2
2.1
14.2
6.5
2.0
11.0
0.9
12,0
3.2
6.9
yes
yes
yes
yes
yes
yes
yee
no (windy)
ye8
yes
yes
yes
ye8
ye8
no (insignificant)
ye8
yes
ves
10.16
2.54
1.78
3.05
6.33
3.05
3.56
<1.0
5.33
3.56
9.40
8.13
1.02
11.18
<1.0
10.s2
6.35
11.42
2.89
9.10
10.95
11.08
1.35
6.90
2.23
6.72
3.{8
18.85
16.18
12.53
16.04
2.46
13.75
2.87
3.05
9.14
9.14
6.'t0
3.05
3.05
3.05
6.10
3.05
12.19
12.19
6.10
12.19
3.05
9.14
3.0s
31.6
18.0
3.9
35.4
3.7
41.8
447.7
55,9
171.4
8.9
5.6
44.9
10.9
307.5
49.3
131.9Bold events have been graphed
TABLE B-1
265
Spokane US 2 Runoff Event Log
Date
0 m Slot Draln 3.2 m Slot Drain 6.1 m Slot Drain
GoodRunoffdata?
RunoffDepth, mml
% Captured178+t-6%l'
RunoffDepth, mm1
tolnflltrated
RunoffDepth, mml
o/o
lnfiltratod
9/11/04 5:09
9t12t0416|38
9/13/04 11:05
9/13/04 16:16
9115104 4:34
911510414:48
911710411224
10/6/04 7:38
1019104 3"47
101:t610412:18
10116104232'|9
1011710419:07
111110422233
11121Q41'1t26
11/6/04 17:39
1'i-115104 17:56
111181047:14
1112310422:24
ye8
ye8
yes
yes
yo8
ye8
yss
yes
yos
yes
ye9
ye9
yos
y9s
yes
yes
ye8
yss
7.94
1.62
0.61
2.49
4.69
2.12
2.40
0.11
4.64
2.76
7.60
7.44
0.64
10.61
0.07
9.54
6.23
10.07
78
64
34
82
88
70
68
87
78
81
92
53
94
87
98
88
0.02
0.16
0.01
0.03
o.02
99.67%
97.86%
99.92%
99.51%
99.770/
0.02 99.36%
' Runoff Depth = Volume calculated by # of tips/contributing surface area2 % Captured=(Runoff Depth)/(Rainfall Oepth x Contributing Area), average +/- Cl, n = 16, a = 0.05Bold events have been oraohed
TABLE 8.2
266
FIGURE B-1
FIGURE B.2
US 2 Spokane 9-12-04 Event20
15
oI
E
1
5
0 20 40 60
Time, Minutes
80 1
f
Itt
d
- ro- -rainfall intensity
-
luneff hydrographItIIro
US 2 Spokane 9-11-04 Event20
15
Io+EE
10
5
0
0 50 100 150
Time, Minutes
200 250 300
?t
II
I
ot
Ftla
- .o- - rainfall intensity
-
runoff hydrographot
trlll1li
267
F'IGIJRE 8.3
FIGTIRE 8.4
US 2 Spokane 9-13-04 Event 220
't5
oIc=
10
5
0
0 20 40 60
Time, Minutes
80 10c
,dt
EIII
@ - -o- rrainfall intensity
-
luneff hydrograph
US 2 Spokane 9-13-04 Event 115
10
5o+EE
0
0 20 40 60
Time, Minutes
80 100
ItIII,ItI,
'o
lr
F.
dr
IIIIII
- -or irainfall intensity
-
1unqff hydrograph
268
FIGURE 8.5US 2 Spokane 9-15-04 Event 1
4
foI
EE
3
2
1
0
0 100 200 300
Time, Minutes
400 500
P.
r -o- -rainfall intensity
-
runoff hydrograph
FIGTTRE B-6
US 2 Spokane 9-15-04 Event 215
10
JoEEE
0
0 50 100
Time, Minutes
150
oT
t
II
I
t
t
tII!I
o
o,I
T
tI
- {- -rainfall intensity
-
runoff hydrograph
269
FIGURE B-7
US 2 Spokane 9-17-04 Event5
4
oIEE
3
2
1
0
0 50 100 150
Time, Minutes
200 250
ItItI
106-.8'
r ror - rainfall intensity
-
yuneff hydrograph
FIGURE 8.8
US 2 Spokane 10-9-04 Event5
4
:'o-EE
3
2
1
0
0 50 100 150 200 250
Time, Minutes
300 350
- -o- -rainfall intensity
-
runoff hydrograph at 0 m
----F runoff hydrograph at 3.2 m
o
270
FIGTJRE B-9
US 2 Spokane 10-16-04 Event I15
1 0
5oI
EE
5
0
0 20 40 60 80
Time, Minutes
100 120 140
o
b
E
,,
- .or rrainfall intonsity
-
runoff hydrograph
FIGTJRE B-10
US 2 Spokane 10-1644 Event 215
10
JoTEE
5
0
0 200 400 600
Time, Minutes
800 1 00c
t
- {- -rainfall intensity
-
luneff hydrograph
t
ilg
l1
27t
FIGI]RE B-11
FIGI]RE 8.12
- ro- -rainfall intensity
-
runoff hydrograph at 0 m
--ts runoff hydrograph at 3.2 m-+ runoff hydrograph at 6.1 m
II
US 2 Spokane 10-17-04 Event5
4
J0IEE
3
2
1
0 100 200 300
Time, Minutes
400 50c
US 2 Spokane 1l-1-04 Event5
4
Jo
I
€E
3
2
1
0
0 50 100
Time, Minutes
150 204
a
r_| -'.l t.
-| '--
- {t- -rainfall lntensity
-
yuneff hydrograph
272
FIGI]RE B-13
10US 2 Spokane 11-2-04 Event
8
f0I
EE
4
2
0
100 200 300 400 s00
Time, Minutes
600 700
oI
IIIIII
- rtr- -rainfall intensity
-
runoff hydrographIt
FIGURE B-14
US 2 Spokane 11-15-04 Event
4
5oI
E
3
2
1
0
0 100 200 300 400 500
Time, Minutes
600 700
- -s- -lqinfqll intensity
-
runoff hydrograph at 0 m
#runoff hydrograph at 3.2 m
273
US 2 Spokane 11-18-04 Event10
8
Io+EE
6
4
2
0
0 50 100 150
Time, Minutes
200 250
- .o- - rainfall intensity
-
runoff hydrograph at 0 m
--F runoff hydrograph at 3.2 m
F-Er.,
FIGT]RE B-15
FIGURE B-16
US 2 Spokane 11-23-04 Event5
4
oIEE
3
2
1
0
0 100 200 300 400
Time, Minutes
- .o- -rainfall intensity
-
runoff hydrograph at 0 m
-Frunoff hydrograph at 3.2 m
I
274
APPENDIX C
Pullman SR 270Hyetograph
&Hydrograph Data
275
TABLE C'l SR 270 Remote Site RainfalllRunoff Event Summa
Date
Duration,Hours
Good
Rainfalldata?
TotalRainfall,
mm
Peak
lntsnsity,mm/hour
Poak 5 Min
lntenslty,mm/hour
AntecedentDry Period,
hours
Good
Hydrographdata?
Runoff Depth,
mml
Peak
Runoff,mm/hr
% Captured
(3e +/.6%F
811712004 16:52 6.13 n0 <5.0 yes 0.48 't0.8
8/6/2004 3:57 1.47 yes 3.3 't0 9.1 244.9 bypassed
8/19/2004 l5:15 2.22 yes 2.5 32.1 6.1 57.8 byoassed
812212004 0i42 2.54 ves I,Z 173.3 3.6 3 55.2 yes 0.57
812212004 4i07 20.57 yes 11.9 20.3 18.3 3.9 y0s 3.1 9.9 26
812412004 0102 0.97 yes 1.5 18.5 6.1 20.3 yes 0.58 7,2 38
812412004 4100 4.87 n0 <0.5 3 insignilicant
812412004 l8t'12 1.57 yes 1.8 2.9 3 0.5 0.7 289.3 yes
44812512004 4i16 8.88 y0s 8.1 67.7 21.3 8.5 yes 3.61 36.1
812512004 17i19 1.43 n0 <1.0 4.6 yes 1.42 36.1
911312004 15t12 2.67 yes 7,4 'l3.3 6.,| 428.4 yes 2.91 12.1 39
9/13/2004 2't:34 1,47 yes 2.5 6.5 6..| 3.7 vos 0.88 3.9 35
4,5 405115120047i48 3.65 yes 4,1 5.8 6.,| 32.8 yes 1.62
th812004 1i22 4.85 yes 8.6 31.5 21.3 61.9 yes 3,7'l 15.5 43
9/19/2004 15:36 4.53 yes 2.5 8.7 6.1 33.4 yes 0.94 2,7 37
912312004 1:09 0.83 n0 <1.0 77 insignilicant
101912004 4:57 6.95 yes 't 1.9 6.6 6.1 386.9 incomlete
1011612004 9:54 8.63 yes 6.9 4.5 3 166 malfunction
10117 12004 7:02 2.32 yes 1.8 1.6 3 12.5 malfunction
1011712004 20:45 10.81 yes 10.9 8.1 9.1 11.4 malfunction
10/18/2004 16:58 3.68 yes 2 1.2 3 39.4 malfunction
1012012004 12i00 0.56 yes 1 2.2 3 39.3 malfunction
1012012004 23:54 6.06 yes 5.'t 12.4 9.1 1 1.3 malfunction
1012112004 S:20 1.44 yes 1 3.2 3 3.4 malfunclion
1012112004 17:33 0.1 yes 0.6 16.9 12.2 6.8 malfunclion
1012212004 S:43 5.85 yes 6,4 2.3 3 10.1 malfunclion
192.3 yss 0.3E J.3 2210,30/2004 15:51 0.26 ye9 1.8 9.8 6.1
10/31/2004 8:19 7 .57 yes 1.3 3 16.2 insignilicant
111112004 21:40 1.19 yes 1 0.9 3 29.8 malfunction
111212004 15:18 9.32 yes 0.6 2 3 16,3 malfunclion
ves 1.7 3 309.6 yes 1.53 1.3 551111512004 22:04 3.06 2.8
56.5 yos 1,J6 4.2 411t118/2004 9:35 1.14 yes 3.3 3.8 6.1
y0s 7.16 z 521112312004 23127 8.54 yes 13.7 4 3 132,7
3t1112412004 12:54 8.17 yes 3.6 2.2 3 4.9 yes 1,1 1.4
'1112412004 21i33 7.06 y0s 7.4 2 3 4.5 yss 2.85 1,7 39
v9s 5.3 19.9 12.2 9.1 yes 3.6 8.3 671'U2512004 '15i46 0.99
Runoff Depth = Volume calculated by # of tipvcontdbuting surface areaI average +/- Cl, n = 17, c = 0,05
3old events have been graphed
276
SR 270 Pullman 8-22-04 Event I5
4
:o
I
EE
3
2
1
0
0 50 100
Tlme, Minutes
150
trlatrllIIIIII
o
- {- -ralnfall intenslty
-
luneff hydrograph
I,oft,l
Erlr
,lrd
tr
B tsE
d
IIItl
FIGTJRE C-l
F'IGURE C.2
SR 270 Pullman 8-22-04 Event 25
4
0I
EE
3
2
1
0
0 200 400 600 800
Tlme, Minutes
1000 1200 1
tr ro. .
Ii
EtItIoI
- {r- -ralnfall inteneity
-
yunsff hydrograph
o-E
oo
F'to
277
SR 270 Pullman 8-2444 Event I20
16
50IEE
't2
4
0 20 40 60
Tlme, Mlnutes
80 100
.o
?Irltlrlor
. .v - rainfall lntenslty
-
runoff hydrograph
FIGI]RE C-3
SR 270 Pullman 8-2444 Event 24
3
o!
EE
2
1
0
0 50 100
Time, Mlnutes
150 200
o, Ia
,,IIIII
..E}rrrr€
Fo I
tr
. .v - rainfall antensity
-
lunsff hydrograph
FIGT]RE C.4
278
SR 270 Pullman 8-25-04 Event 1
10
8
. .v . rainfall intensity
-
yunqff hydrograph
o,l
lrtr-fl. ;1
.-o--- tr'D...6ol
iIIIl'lr
'1[t
trttt!lltttltr1t;t.o
il'\t
It
oIEE
6
4
2
0
0 100 200 300
Tlme, Minutes
400 500 60c
FIGTTRE C-5
SR 270 Pullman 9-13-04 Event I15
12
oL
EE
I
6
3
0
0 50 100
Time, Minutes
150
Ito
O--o'
I
Fo,trb
oo b otl ro
ts tI
tro IItI
tr
r -v . rainfall lntensity
-
runoff hydrograph
1
bo.
FIGIJRE C.6
279
SR 270 Pullman 9-13{4 Event 210
I
oI
E
6
4
2
0
0 25 50 75
Time, Mlnutes
100 125 1
.-o
P
b
Irl
a -v - ralnfall intensity
-
luneff hYdrograPh
trtl,l
ErI
tI
o,I,It
FIGTIRE C-7
SR 270 Pullman 9-{5-04 Event6
4
-9IEE
2
0
0 50 100 '150
Tlme, Mlnutes
200
ottIIIII
oItIt
nItr
D r ,tr _ _ . r rtrct.
rtrItr!
lltr
I,l
P
. ap.. rainfall intensity
-
lunqff hydrograph
FIGIJRE C-8
280
SR 270 Pullman 9-18-04 Event
oIEE
35
30
25
20
15
10
5
0
0 50 100 150 200
Time, Minutes
250 300
?IIh
0
r .v - rainfall intensity
-
runoff hydrograph
FIGURE C-9
SR 270 Pullman 9-19-04 Event10
I
ao
I
EE
6
4
2
0
0 50 100 150 200
Time, Minutes
250 300
a
IIIT
tr
tr
o
tra
. .v . rainfall intensity
-
runoff hydrograph
FIGT]RE C.lO
28r
SR 270 Pullman 10€0-04 Event10
I
oI
g 4
2
0
5 10
Time, Mlnutes
15 20
P..r 'El
.otr
Ill
. .v . rainfall intensity
-
runoff hydrograph
FIGI]RE C-l1
FIGI]RE C-12
SR 270 Pullman 11-15-04 Event2.0
1.5
J0
I
EE
1.0
0.5
0.0
0 50 100 150
Time, Minutes
200 250 30c
IIttttI
g 'o'
PB
l}
E tt t
a
ot I
. .v . rainfall lntensity
-
lunoff hydrograph
282
SR 270 Pullman 11-18{4 Event5
4
oIEE
3
2
1
0
0 20 40 60 80
Time, Minutes
100 120 140
It
Bt ttE
o
t
P
t
o
r .v . rainfall intensity
-
runoff hydrograph
FIGURE C.13
FIGURE C-14
SR 270 Pullman 11-2344 Event5
4
foIEE
3
2
1
0
0 100 200 300
Time, Minutes
400 500 600
F"***""4
trtr II.o
t
tr
Dootr
. .v - rainfall intensity
-
yuneff hydrograph
283
SR 270 Pullman 11-2444 Event 13
2
_9!
EE
1
0
0 50 100 150 200 250
Time, Minutes
300 350
ItIt!
ot!tI
tr
tltrb
I
ti
b
. -s' . rainfall intensity
-
runoff hYdrograPh
, PE.EI
I
II
FIGTIRE C-15
SR 270 Pullman 11-2444 Event 23
2
IoI
EE
1
0
0 100 200 300
Tlme, Mlnutes
400
, otro
P
Io
trar
9ooo
bo
F. Foo
a
I,
trII:I
. -v a rainfall intensity
-
runoff hydrograph
o ,o. gt'E tr El
'o-o o -a
tg
III
b
FIGIJRE C-T6
284
SR 270 Pullman {1-25-04 Event
o+EE
20
18
16
14
12
10
I6
4
2
0
0 20 40 60
Tlme, Mlnutes
80 100
rO
.o'tr - o .!
r .w . rainfall lntenslty
-
luneff hYdrograPhIIrEl
:;FI
tt a
atr
FIGT'RE C-17
285
APPENDIX D
I90 Hyetograph&
Hydrograph Data
286
F'IGTJRE D-l
US 190 North Bend 9-10{4 Event30
25
20
:'0EEE
15
10
0
0 100 200 300 400 500
Time, Minutes
600 700 800
EII
Or
?I
II
tlll
t
oItt
lq
FIllrrlr
F
At
6t
F
0E
cIIgIII
#iilr4d
fr
oITprlflrfrfddilll
?
cT
I
?qtll
- -o- - rainfall intensity
-
lunsff hydrograph
287
US 190 North Bend 9-1{{4 Event20
15
oIEE
10
5
0
0 50 100 150
Time, Mlnutes
200 250 300
0
t I
ro
ttttlrItbItrQa
tI
- ro- - rainfall intensity
-
runoff hydrograph
ol,l,tl
t,
lrtt
FIGURE D-2
288
North Bend 190 Storm Event Log
% Captured(55% Average)
51
59' Runoff Depth = Volume calculated by # of tips/contributing surface areaBold events have been sraphed
PeakRunoff,
mmrhour
1 1.06
8.29
RunoffDepth,mmt
26.24
3.73
GoodHydrograph
data?
yes
ves
AntecedentDry Period,
hours
3.5
16.9
Peak 5llinute
Intensity,mm/hour
18.29
12.19
Peaklntensity,mm/hour
32.08
17.58
TotalRainfall,
mm
51.31
6.35
GoodRainfalldata?
yesyes
Duration,Hours
11.2
4.0
Date
9l1OlO419:41
911110423250
TABLE D.l
289
APPENDIX E
Tipping Bucket Flow MeterCalibration Data
290
Tipping Bucket #1 Calibration
3.5
- 3.0ozI 2.sc.;
?, 2.0(,EE t.so(,
t 1.0
i'E 0.5
0. 0
0 5 10
tips/m in, +1- ssnll6ence interval15
y = 0,1973xR2 = 0,9976
FIGURE E-l Tipping bucket #1 L/min vs. tips/min. calibration
FIGI}RE E-2 Tipping bucket #1 ml/tip vs. tips/min. calibration
Tipping Bucket #1 m l/tip vs. tips/m inute25
,20ogq)!E15oE(r>+b|E to:'.E=bc.s
0
150 160 170 180 190 200
m l/tip, +/- confidence interval210
E
l+1
{+
H
291
Tipping Bucket #2 Calibration
IEto.goocot,o(){+.dEJ
3.5
3.0
2 .5
2.0
1.5
1.0
0.5
0.0
0 510tips/m in, +/- confidence interval
15
Y =0.1779xR2 = 0.9994
FIGURE E-3 Tipping bucket #2L/min vs. tips/min. calibration
Tipping Bucket #2mlltip vs. tips/minute
oIcotto-(Jo*Eg.=J
.EEo.g
25
20
15
10
5
0
150 160 170 180 190 200
m l/tip, +/- confidence interval210
H
E
H
FIGIIRE E-4 Tipping bucket #2 ml/tip vs. tips/min. calibration
292
Y = 0.1658xR2 = 0.9995
Tipping Bucket #3 Calibration
510tips/min, +/- confidence interval
3,5
E 3.0EoE z.sooE 2.0!
5 1.5(,{f 1.0.d
5 o'u
0.0
0 15
FIGURE E-5 Tipping bucket #3 L/min vs. tips/min. calibration
FIGURE E-6 Tipping bucket #3 ml/tip vs. tips/min. calibration
Tipping Bucket #3 ml/tip vs. tips/minute
ootroT'tro-.JO
t'Eg.s.g
oCL
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
FI
H
Htt
H
293
Tipping Bucket fl4 Calibration3.5
rE 3.UIoe 2.5'6(J
5 2.0!
E 1.5I{+ 1.0.d€ o.s
0.0
0 5 10
tips/min, +/- confidence interval15
Y = 0.1735x
R2 = 0.9982
FIGURE E-7 Tipping bucket #4L/min vs. tips/min. calibration
Tipping Bucket #4 m l/tip vs. tips/m inute
o(,tro!ttro-oo-rl{og.s:.sEo,g
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/. confidence interval210
ffi
#
H
FIGURE E-8 Tipping bucket #4 ml/tip vs. tips/min. calibration
294
Tipping Bucket #5 Galibration
3.5
E 3.0IoE z.so(,5 2.0tt5 1.5o{+ 1.0.d
=E 0.5
0.0
0 510tips/m in, +/- confidence interval
15
Y = 0.1923xR2 = 0.9975
FIGIIRE E-9 Tipping bucket #5 L/min vs. tips/min. calibration
Tipping Bucket #5 m l/tip vs. tips/m inute
oagotttro-cto-I?too.!J
'E
oo
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
TI
FIGURE E-10 Tipping bucket #5 ml/tip vs. tips/min. calibration
295
Tipping Bucket #6 Calibration
3.5
E 3.0Io.E z.so(,6 2.0ItC ,tEo I'uoJf 1.0.g
S o.u
0.0
0 510tips/m in, +/- confidence interval
15
y = 0.187xR2 = 0.9996
FIGURE E-11 Tipping bucket #6 L/min vs. tips/min. calibration
Tipping Bucket #6 m l/tip vs. tips/m inute
ooeoT'go-oO+E(, .=t.gEoCL
25
20
15
10
5
0
150 160 170 180 190 200
ml/tiP, +/- confidence interval210
t---l
FIGURE E-12 Tipping bucket #6 ml/tip vs. tips/min. calibration
296
Tipping Bucket #7 Galibration
3.5
E 3.0toc z.c'6o5 20E
5 15o{f 1.0.d
5ou0.0
0 5 't0
tips/min, +/- confidence interval
15
y = 0.173x
R2 = 0.999
FIGURE E-13 Tipping bucket #7 Llmin vs. tips/min. calibration
Tipping Bucket #7 ml/tip vs. tips/minute
(,o(,Etro-C' IE
+Eo.!
oCL
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
FI
1t
t-t
H
FIGURE E-14 Tipping bucket #7 mlltip vs. tips/min. calibration
297
Y = 0,1805xR2 = 0.9993
Tipping Bucket #8 Calibration
510tips/min, +/- confidence interval
3,5
E 3.0ToE 2.5oo5 2.0p5 t.s(){+- 1.0.E
5 0.5
0.0
0 15
FIGURE E-15 Tipping bucket #8 L/min vs. tips/min. calibration
FIGIIRE E-16 Tipping bucket #8 ml/tip vs. tips/min. calibration
Tipping &rcket #8 m l/tip vs. tips/m inute25
o20ocoEE1so-(,ot'Eg.= 10:t.g€.9. 5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
Fl
E
H
298
Tipping Bucket #9 Calibration
3.5
3t(,.sootroIttroo{+.dE
3.0
2.5
2.0
1 ,5
.0
Y =0'"1749xR2=
1
0.5
0.0
0 510tips/m in, +/- confidence interval
15
FIGIIRE E-17 Tipping bucket #9Llminvs. tips/min. calibration
Tipping Bucket #9 m l/tip vs. tips/m inute
oIoBco-ofil
rEo.=.E
oCL
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
l+.1
H
t+tffi
FIGURE E-18 Tipping bucket #9 ml/tip vs. tips/min. calibration
299
Tipping Bucket #10 Calibration
3.5
t!toco()o!
ooI
+iE
3
2
2
.0
.5
.0
.51
1.0
0.5
0.0
0 510tips/m in, +/- confidence interval
15
Y = 0.2053xR2 = 0.9996
FIGURE E-19 Tipping bucket #10 L/min vs. tips/min. calibration
Tipping Bucket #10 m l/tip vs. tips/m inute
o()copco-ol!
*Eg.E.EEoCL
25
20
15
10
5
0
150 160 170 180 190 200
ml/tip, +/- confidence interval210
HF-l
FIffi
FIGURE E-20 Tipping bucket #10 ml/tip vs. tips/min. calibration
300
APPENDIX F'
Field Hydraulic ConductivityMeasurement Data
301
Fine Grading for lnfiltration
Conlracl No.
Reister
Material
US 2 Simulation/Remote Site
S8mpl6 No./ Assur. No,
B
Quanlity To Date Pil No./Agg, Source Time / Dalo Sampled
lnitial Sample Mass ( prior to splitting, See AASHTO T2 ) Lbs
T-11t27 1 for 128.1,2. Mass (Wt.) Dried Sample
(See FOP for Maximum Temperature) 125.6 q4. Percent of Moisture
t(3) / (2)l x 100 = 2.0 o/o
Sand Equivalent AA$HTO T-176 (Sand Reading/Clay Rsading) X 100
SE#1 x 100 #Dtv/0! SE#2 x 100 = #DlV/01
Av€rage Sand Equival€nt #Dtv/0! Sand Equival6nt Specification from Std. Sp€c.
Gradationnitial Dry Mass = 125.6 plit Fines - Coarse = 125.0 S
Sieve Sizemm (inch)
Mass Retained on lndividual Siev€ (g) Accumulative Mass Rotained (g)
3/8' o/o
#4
#60.6 100B. 7
#16 7 93 o/o
#20 47.9 38 o/o 62 Yo
#40 1 BB.O 70 o/o 30 o/o
BB.O 70 o/o
30#1 00 103.9 83 7
88.0 o/o 12.0 Yo
#270 113.2 90.1 e/o oo Yo
"Pan 11
7
1'l 6.1
*Pan is washed thru the #450 and #635 sieves, use of aerosol ot may be helpful
^/ood Waste
Yo % Max.
Dust Ratio = 0.075 mm(#200) / 0.425 mm(fi4o)
12.O129.9=0.40
Tester'9 Signaturebill richards
Date12t9t2004
Checked By Date
302
Gombined Gradation for lnfiltrationlontracl No.
Reister US 2 Simulation/Remote Site
sampre No., Assur. No. qqanuy I o uars tstr NO./Agg. SOUTCS I tme / uale 9amPr€q
Initial Sample Mass ( prior to splittinq, See AASHTO T2 ) Lbs
Moisture Gontent AASHTO T.255 (when r€quired)
9.3 o
1. Mass (Wt.) hitial Sample(See T-11127 Table 1 for minimum size) 5627,6 o
3. Mass (vvt.) of Moisture(1) - (2) =
O.2 o/o
2. Mass (W.) Dried Sample(See FOP for Maximum Temperature) 5618.3 q
4. Percent of Moisturet(3) / (2)l x 100 =
Sand Equivalent AASHTO T-176 (Sand Rsading/Clay Rsading) X 100
SE#1 x 100 = #D|V/O! sE#2 / 9.8 x 100 =
Average Sand Equivalent #Drv/01 Sand Equivalent Specification from Std. Spec.
5618.3 g
Mass Relained on lndividual Sieve (g)
191
1 1
314
1t2
556.3
7
o/o1t4#4
,|1
97
96
9796
o/o
o/o
Yo
949490
Accumulative Mass Retained (g)
55,3
P€r€nt Passing
't 1t21 'v4 176.1
176.1
231.4231.4
1
lnitial Dry Mass = (s€s # 2 Above)
Gradation
4 o/o
4 o/o
3 o/o
3
10 o/o
6 o/o
6
Sieve Sizemm (inch)
100 0h
1'
C = (% passing #635/100 )x lnitial Dry Mass3O7.77 q
125.0 qCorrected Fine Aggregate Pan
M2+(M2xC/Ml)=Gradation Adjusknent Factor
(fl- Ml/ M2 = 40.496#6 0x (o 40.50 = 556.3 o
#8 x (O 40.50 0 556.3 o#10 8.3 x (fl 40.50 336.,l q 892.4 q
#16 x (0 40.50 q 892.4 s#20 39.0 x (0 40.50 1579.3 q 2471.8 s#40 40,1 x (fl 40.50 1623.9 o 4095.7 o
#50 ax (O 40.50 = 4095.7 o
#80 x (0 40.50 q 4095.7 o
#1 00 15.9 x (0 40.50 643.9 q 4739.5 q
#200 6.6 x (0 40.50 267.3 q 5006.8 q
#270 2.7 x(f\ 40.50 109.3 q 5116.1 s#450 3.0 x (n 40.50 121.5 o 5237.6 o
#635 72.9 o1.8 x (fl 40.50 5310.5 o
5310.5 q
1
Yo
%To
To
90B4
84
o/o
91.1
94.5 0/o
'10 0/o
84 o/o
16 o/o
73 o/o
16 o/o
73 o/o
4473 27
16
2727
8.9
5.56.8 Yo
Correct€dPan
125.0 x (0 40.50 5062.0 g 5618.3 g
Wood Waste
% Max.
Comments:
Tester's Signaturebill richards
Date12t5t2004
Checked By Date
303
Particle Slze Distribution Analysis (Site US-2)
data, :=
5.5
6.8
8.9
10.9
t6
27
56
84
90
94
94.01
96
97
100
.020
.032
.053
.075
.150
.425
.850
2.00
4.75
9.5
12.5
19.0
37.5
75
First column of data shows cumulative percent finer. Second column ofdata shows particle sizes, mm.
Percent Finer:
Perc := Autur(d
Percent in size class:
i:= l,.N
oct. := Perc. - Perc,' I r l-I
Geometric mean sizes:
Particle Sizes, mm:
Diam:= dutur(l) ro
AL:= length(Perc) - I N= 13
Calculation of characteristic diameters usins curve fittins method
p := 0, 1.. lOC Range of values for plotting
Curve(P) := linterp(Perc,Diam,P) lnterpolation function for desired sizes
d1g:=Curve(10) d3g:=Curve(30) d6g:=Curve(6) d5g:=Curve(50)
dg4:=Curve(84) d9g:=Curve(9O) d16:=Curve(lQ fines:=data s3, o
ldto = o.oztn d30 = 0.4zmn ld6g
= l.22mnlfines = 1.0,9
dg4=2mn ldgO
= 4.Zl*o
Massman Modified D19 lnfiltration Analysis
( aro doo dso Rn.r)| _ 1.57+ 1.90.-+0.015.-_0.013.-2.08.- |
Kru, := lo\ mm rnm mm loo ) cm
sec
l**cm
= Q.Q!:se0 l**'
= 6e1'5am3 =27.23*hrlo"'
304
kotr
Erg
IC)
100
90
80
70
60
50
40
30
20
l0
0t.l
Percff+P
Particle Size Distribution
I
0.010 0.1 lDiam, Curve(P)
mm mmParticle Size, mm
l0 100
Percent in size class:
Pct =
0
0 0
1 1.3
2 2.1
3 2
4 5.1
5 11
6 29
7 28
I 6
I 4
10 0.01
11 1.99
12 1
13 3
dm=
Gradation Coefficient: nSr= o.s.
Geometric mean sizes:
0
0 0
1 0,03
2 0.04
3 0.06
4 0.11
5 0.25
6 0,6
7 1.3
I 3.08
I 6.72
10 10.9
11 15.41
12 26.69
13 53.03
dm.'oct.o''=I*ol
Calculation of mean particle size:
mrdm= 3'19mr
Geometric standard deviation
6o i=b
lr;t-
J otuog = 3'65
da+ dso
-+-G = 3.85dso dre
305
NatuEl Dispe6ion Research
B ldepthUS 2 loffs€t
Project
Proiect No.
Borinq No.
Sample No.
Station
Pe@nt
91
9t9t9(8t
b
Metric Siew
't 5 2-a
101-€
50
31.14
19.05
9.5
4.75
0_85
o-425o-1
0
US Sievelin t {l
642
1 1t43t4
4102040
100
270450
lnfiltEtionRate(cm/secl
8.70E-04
1.85E-04
3.25E43
1.44E-03
lnfiltationRate
lin/hr)
1,2
0.3
4.6
Dl0lmml0.070
0.070
0.070
0.070
0.070
200t DoE5ilty lnllow, Lower
tflereo tnnow,UDoer Bound
98 WSDOT
Average Value
US Sieve
1000
6" 4" 11t2"
100
3/8" 4 10
10
40 100 200 450 635
0.1
100
90
80
70
ED.E 60.D(E
i50coob40o-
30
20
10
0
1 0.01
Size (mm)
tt
\
\\
\
\
\\
\
\
K
\\
\
\
\
\\
\
\
\-']
\1\
\
\
\_
\
,\
i\
3c
Dso
Deo
Grave
D:o
Dro
Silt & ClaySandGravelsCobblesBoulders
D30
17.432.5E
Cu=
306
Fine Grading for lnfiltration
l":;'395 Rainfall Simulation'4"
lontrsct No,
Reister
Samplo No./ Assur. No.
A1
Quantity To Dato Pil No./Agg. Sourco Tlme / Dato Sampled
Sample Mass ( prior to splitting, See AASHTO T2 ) Lbs
1. Mass (Wt.) lnitial Sample(Seef -11127 Table 1 for minimum size) 't16.2 0
3. Mass (Wt.) ot Moisturefi\-(2\= 1.5 o
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 't 13.7,o
4. Percent of Moisturet(3) / (2)l x 100 = '1.3 0/o
Sand Equivalent AASHTO T.176 (Sand Reading/Clay Roading) X 100
sE#1 x 100 = #DlV/0! sE#2 I x 100 = #DlV/0!
Sand Equivalsnt
113.7
Mass Retained on lndividual Sieve (g) Accumulative Mass Retained (g)
12.5
7
5
5,0 Yo
#40#50#80
#Dtv/o1 Sand Equivalant Specification from Std. Spec.
7676
o/o
%
434323
a/o
o/o
To
#16
87.5# 200
it Fines - Coarse =Initial Mass =
#6#8
47.626.9
65.2
87.365.2
24 o/o
77 o/o
24 o/o
57 o/o
57 a/o
4257
*Pan
#450
Sieve Sizemm (inch)
102.6 g
26.9
*Pan is washed thru the /f450 and #635 sieves, use of aerosol ot may be helpful
Wood Waste
o/o % Max.
Dust Ratlo = 0,075 mm(#200) / 0.425 mm(fi4o)
'15.7 142.7=0.37Comments:
Tester's Signaturebill richards
Date12t7t2004
Checked By Date
307
Gombined Gradation for lnfiltrationJonracl No.
ReisterMat€nEt
US 395 Rainfall Simulation'A"uampF No./ A6sur. No.
A
qusnuy r o u8l€ tsrt No./Agg. sour@ lmo / uato sampreo
Seo AASHTO T2 Lbs
1. Mass (Wt.) lnitial sample(See T-11l27 Table 1 for minimum size) 5688.2 q
3. Mass (Wt.) of Moisturefit-Q\= 67.3 o
2. Mass (\M.) Dried Sample(See FOP for Maximum Temperature) 5620.9.q
4. Percent of Moisturet(3) / (2)l x 100 = 1 .2 0/o
Sand AASHTO T-176 (Sand Reading/Clay Reading) X 100
SE#1 I x 100 #Dtv/0t sE#2 I 9.8 x 100
Average Sand Equivalent #Dtv/0! Sand Equivalent Spscification from Std. Spec.
Gradationnitial Mass = (See#2Above) 5620.9 g
Sieve Sizemm (inch)
Mass Rotainad on lndividual Sieve (g) Accumulative Mass Retained (9) Per€nt Passing
Vo 100 Vo
1 1t4 12 o/o
1 657.0 12314 16 84
895.6 16 Yo 841t2 1078.2 19 o/o 81 Yo
1273.3 23 o/o 77 oa
o/o
#4.5
C ' (7c pssslng #635/100 )x lnltlal Dry Mass218.194 s
gorrected Flne Aggregato PanM2+(M2xC/Mil- 102.6 o
qr3d.tion AdJustmont F.ctor(fl: Ml / M2 = 38.280
#6 x (f) 36.2U q 1693.4 q
70 o/o
441 o/o 5955 o/o 45 o/o
33 Yo
67 o/o
67 3382 o/o I Yo
87.9 o/o 12.1 o/o
9.7 o/o
o/o1
3.9
#8 x (fl 38.28 o 1693.4 o
#10 15.8 x (fl 38.28 = 604.8 o 2298.2 a#16 ,x (n 38.28 o#20 20.7 x (0 38.28 792.4 o 3090.6 q
#40 17.6 x (f) 38.28 673.7 s 3764.3 q
#50 x (fl 38.28 o 3764.3 o
#80 x (fl 38.28 = o 3764.3 o#100 22.1 x6\ 38.28 846.0 q 4610.3 o
#200 8.6 x (0 38.28 329.2 s 4939.5 q
#270 3.0 x (0 38.28 137.8 q 5077.3 q
#450 5.3,x (n 38.28 202.9 o 5280.2 s#635 3.2 x (0 38.28 = 122.5 o 5402.7 o
5402.7 oCorrected
Prn 102.6 x (f) 38.28 3927.5 g 5620.9 g
Wood Wast€
oh o/o Max.
Comments:
Testefs Signature:bill richards
Date12t7t2004
checl(ed tsy uate
308
Partlcle Size Distribution Analysis (Site US 396A)
First column of data shows cumulative percent finer. Second column ofdata shows particle sizes, mm.
data
3.9
6.1
9.7
t2.l
l8
33
45
59
70
77
8l
84
88
100
.020
.032
.053
.075
.150
.425
.850
2.00
4.75
9.5
12.5
19.0
3 1.5
75
Percent Finer:
P"rr,= dutur(0)
Percent in size class:
i:= 1.. N
oct. := Perc. - Perc, -' I r r-l
Geometric mean sizes:
mm= /dJ-
hr
Particle Sizes, mm:
Diam:= dutur(l) *o
AL:= length(Perc) - I
dm.:=/ffiffilvll-l
s
N=13
Calculation of characteristic diameters usinq curve fittinq method
p := 0, 1.. 10( Range of values for plotting
Curve(P) := linterp(Perc,Diam,P) lnterpolation function for desired sizes
d1g:= Curve(10) d3g:= Curve(3O) d6g:= Curve(6$ d5g:= Curve(50)
dg4:= Curve(84) d9g:= Curve(90) d16:= Curve(16) fines := dururr, O
ldto = 0.00.n d30 = 0.37mn ldoo = :'s.o
fines = l2.l
d84 = lgmn ldgo = 3a.zsrnil
Massman Modified D1g Inifltration Analysis
Krul := 1
I ( dro)( doo)( oso)r nn.,iI_ 1.57+l 1.90.- l+l 0.015,- l_l 0.013,- l_l 2.08.- ll,t \ 'ml \ *r/ \ *-/ ( loo /l cm
sec
l*ru, =6.8o8xtn'#
l**, ffi309
l
100
90
80
70
.$ rer" 60r& +++EP 50
&4030
20
10
0l.l
Particle Size Distribution
0.1 I
Diam Curve(P)
mm mmParticle Size, mm
Geometric mean sizes:
l0 100
Calculation of mean particle size:
0.01
Percent in size class:
pct =
0
0 0
1 2.2
2 3.6
3 2.4
4 5.9
5 15
6 12
7 14
I 11
o 7
10 4
11 3
12 4
13 12
Gradation Coefficient:
0
dm= mfi
0
0 0
1 0.03
2 0.04
3 0.06
4 0.11
5 0.25
b 0.6
7 1.3
8 3.08
9 6.72
10 10.9
11 15.41
12 24.46
13 48.61
G = 12.6
dm = 8'82mn
Geometric standard deviation
dm.'oct.0,,=I+;
F;t-
J o'u6 g= 12'356oi=
o
( ds+ dso)e-05[.G. ,")
310
NatuEl DispeFion Research
US 395 Rainfall Simulation Site "A"
1frI deDth
US 395 A loffs€t
Prciect
Proiect No.
Borino No-
Sample No.
Station
Peent
88
E4
77
45
3:1€
12.1
9.76-'l3-3
Uetric Siew
152.510t.650-838.'l
31.7519.05
9.5475
0.65g-425
o.150,0750.0530_032
o-02
US Sierelin , {l
6
4
'l 1t211tA
3t43/8
4
z4!
10t20c27N
45t635
lnfiltationRate
7.57E44
'1.79E-O4
2.86E-03
1.25E-03
lnfiltEtionRaterinftrl
1.1
0.3
4.1
1.8
DlO lmml0.060
0,050
0.060
0.060
0.060
2001 DOE
Srlty Inflow, Lower
tsfltered tnnow,
98 WSDOT
Averaqe Value
5.94E-03K sat= I 9.82003 wsDoT
34.t53.500.370,06
ugo {mm)D50 {mm)D30 {mmlD'|0 (mml
CuCoefficientCoefficient of Gradation
US Sieve
1 000
6" 4" 11t2"
100
3/8" 4 10 20 40 100 200 450 635
10
100
90
80
70
ED.g 60too(E
i50troob40o.
30
20
10
0
1 0.1 0.01
Size (mm)
IE
\
\
\
\
\
\\
\
\
.-\
\
\
\
\
\
\
\
\\
\
\
\
J,.\
\
I\
\
Bo
Dgo
Deo
G13ve
Dso
Dro
Silt & ClaySandGravelsBoulders lCobbles
311
Fine Grading for lnfiltration
Conlracl No.
Reister
Malerial
US 395 Rainfall Simulation "B"
Ssmple No./ Assur. No.
A2
Qusnlity To DEle Pit No./Agg. Source Tims / Dale Sampled
lnitial Sample Mass ( prior to splitting, See AASHTO T2 ) Lbs
3. Mass (Wt. Moisturef-11127 Table 1 lot 116.1 3.1
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 1'13'o
4. Percent of Moisturet(3) / (2)l x 100 = 2.7 o/o
Sand Equivalent AASHTO T.{76 (Sand Rsading/Clay Roading) X 100
SE#1 x 100 #Dlv/o1 SE#2 x 100 = #DlV/01
Average Sand Equivalent #Dtv/0! Sand Equivalent Specification from Std. Spec.
nitial Dry Mass = 113 Fines - Coarse = 65.3
Sieve Sizemm (lnch)
Mass Retained on lndividual Slevs (g) Accumulative Mass Retainad (g)
#4 47.7 42 To
I#6 47.7 42%
47.7 42 o/o
66.7 59 o/o 41 To
#16 66.7 59 41 To
#20 27#40 L .2 82
92.2 82 Yo 18 To
92.2 82 o/o 18 o/o
#1 00 1 Yo
# 93.2#270 106.7 5.6*Pan 6,3
*Pan is washed thru the #450 and #635 sieves, use of aerosol ot may be helpful
Wood Waste
o/o % Msx.
Oust Ratio = 0.075 mm(#200) / 0.425 mm(*r40)
6.8 I 14.4 0.37
Comments:
Tester's Signaturebill richards
Date12t812004
Checked By Date
312
Gombined Gradation for lnfiltration
Reister US 395 Rainfall Simulation "B"itial Mass Lbs
AISHTO T;255 requirad)
1. Mass (Wt.) lnitial Sample(Seef41l27 Table 1 for minimum size) 6269.5.o
3. Mass (Wt.) of Moisture(1) - (2) = 19.0 q
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 6250.5 o
4. Percent of MoistureI(3) / (2)l x 100 = 0.3 o/o
Sand Equivalent AASHTO T-{76 (Sand Rsadingy'Clay Reading) X 100
SE#1 I x 100 = #D|V/O! sE#2 / 9.8 x 100
Sand Equivalsnt #Dlv/ot Sand Equivaleni Specifi€tion from Std. Spec.
lnitial Dry Mass = (see#2Above) 6250.5
Sieve Sizemm (inch)
Mass Retained on lndividual Sievs (g) Accumulative Mass Relained (g) Percant Passing
2', 668.8 11
1 1t2 668.8 11 891 295.9 964.7 15 o/o
1 27'1.8 '1236.5 20 o/o 80 To
1446.4 23 o/o 77 To
5t8 23 a/o 77 Yo
1t2 2075.4 To
3/8 2457.5 39 61 o/o
1t4 2457.5 39 o/o 61#4 872.3 3329.8 47 %
Pan = (M1l 292O.7 oC s (% p.ssing t 635/100 )x lnitlal Dry Mass
129.709 ofrom Flne
Corroctod Fine Aggregate PanM2+(M2xC/Ml)- 65.3 o
Gradation Adluctrnent Fector(fl= Ml/ M2 = 44.727
#6 x(o 44.73 0 3329.8 q 453 o/o 47 o/o
67 o/o 33 Yo
67 o/o 33 Yoo/o 22
B5 15
85 o/o 15 e/o
85 e/o 15 Yo
92 o/o 8 Yo
.5
95.5 4.597 .O o/o 3.097 .9 a/o 2.1 To
#8 x(f\ 44.73 q 3329.8 q
#10 19.0 x (0 44.73 849.8 q 4179.6 q
#16 x(f) 44.73 q 4179.6 q
#20 15.8 x (0 44.73 = 706.7 o 4886.3 o#40 9.7 xff\ 44.73 433.9 o 5320.2 o
#50 x(r\ 44.73 o 5320.2 o#80 x (f\ 44.73 0 5320.2 q
#1 00 9.6 x (f) 44.73 429.4 s 5749.6 q
#200 3.5 x (fl 44.73 156.5 o 5906.1 o
#270 1.4xff\ 44.73 62.6 o 5968.7 o#450 2.1 xff\ 44.73 93.9 o 6062.6 o#635 1.3xff\ 44.73 58.1 o 6120.8 q
6120.8 dCorrscted
Pen 65.3 x (0 44.73 2920.7 g 6250.5 g
Wood Wasts
% Max.
Comm€nts:
Tester's Signature:bill richards
Date1218t2004
Checked By Date
313
Particle Size Distribution Analysis (Site US 3958)
First column of data shows cumulative percent finer. Second column ofdata shows particle sizes, mm.
2.t .02
3.0 .032
4.5 .053
5.5 .075
8 .150
15 .425
22 .850
33 2.00
47 4.75
61 9.5
67 12.5
77 19.0
80 25.0
85 3 1.5
89 50.0
100 75.0
data
ldro = o.z:'no
Percent Finer:
Perc := durur(0)
Percent in size class:
i:= l..N
oct. := Perc. - Perc. -' l I l-l
Geometric mean sizes:
mm= 629.71
hr l',",
Particle Sizes, mm:
Diam:= dutur(1) *o
AL:= length(Perc) - I
=24.799hr
s
N= 15
dm.:=/bffilvll-l
Calculation of characteristic diameters using curve fitting methodp := 0, 1.. tOC Range of values for plotting
Curve(P) := linterp(Perc,Diam,P) lnterpolation function for desired sizes
d 19 := Curve( l0) d3g:= Curve(30)
d9g:= Curve(90)
d3o = 1'69mn
d69:= Curve(65) d5g;= Curve(50)
dg4:= Curve(84) d 16 := Curve( I Q fines := data
ldoo= tt'sto
lfines = 5J
d84 = 3o.2mn ldso=
52.21^tr
Massman Modified D1g lnfiltration Analysis
s3, o
dto doo dso fines_ 1.57+ 1.90.-+ 0.015.-_0.01 3.-_2.08.-mm mm mm 100iKrul := 1cm
sec
lo*, l"*'= 0.02
cm
sec
314
o,Efr{
ookoA
100
90
80
70
60
50
40
30
20
l0
Percent in size class:
pct =
0
0 0
I 0.9
2 1.5
3 1
4 2.5
5 7
6 7
7 11
8 14
I 14
10 6
11 10
12 3
13 5
14 4
15 11
Particle Size Distribution
0.1 IDiam, Curve(P)
mm mmParticle Size, mm
Geometric mean sizes:
0
0 0
1 0.03
2 0.04
3 0.06
4 0.11
5 0.25
o 0.6
7 1.3
8 3.08
o 6.72
10 10.9
11 15.41
12 21.79
13 28.06
14 39.69
15 61.24
10 100
Calculation of mean particle size
Perc+t.|P
0.01
dm..oct.s l' I.l .:\-m' /-, 100i
dm = 14'l5mndm= mfi
Geometric standard deviation:
Id-*op:= l- 6g=7.89' ''l otu
( dsq d:o)g=ou[G. ,")
4
t4
Gradation Coefficient:
315
G = 8.56
Research
US 395 Rainfall Simulation/Remote Site B
lftdepthOffst
B
us 395
Prcjst
Prcjec-t No.
Bodng No.
Sample No.
Station
Perceart
a9
aa
71
61
413:z2
15
I5.5
4-5
21
Meftic Sieve
1 52-5t 0,t _6
50835.1
31-75r9,o5
9.54-75
7
0.E5o_425
o l50.0750-053o_032oo,
uS Sieveli6 , fl
6
47
1111t4
3t4318
4
10
2A
40100
200270450635
lnRltrationRate(cm/secl
3.18E-03
7.37e-04
8.86E-03
4.26E-03
lnfiltration Rate
lin/hr)
4.5
1.0
12.6
6.0
D10 tmml0.230
0.230
0.230
0.230
0.230
2001 DOE
Silty lnflgw, LowerBoundFrltered lnflow.tJooer Bounri
98 WSDOT
Average Value
E2 27
1 1.50l-69o23
f)go lmml
D30 lmmlDl0lmml
1
raulic Cond
uS Sieve
1000
6"41
100
3/8" 4 '10 20 40 100 200 450 635
10
100
90
BO
70
E).i 60o(E
i50oob40o.
30
20
10
0
1 0.1 0.01
Size (mm)
I\t
\\
\
\\
\
\\
\
\
\
\
\
L
\\
\
\
\
)
\
\
),-\
$.
\\
\
Dno
Duo
Gravel
D.o
Dto
Silt & ClaySandGravelsCobblesBoulders
50_00toc
Cutu
316
Fine Grading for lnfiltration
No.
Reister US 195 Rainfall Simulation Site
Sample No./A$ur. No. Time / Date SsmpledQuantily To Oate Pit No./Agg. Sour€
Sample Mass ( prior to splitting, See AASHTO T2 ) Lbs
1. Mass Wt.) lnitial Sample(See T-11i27 Table 1 for minimum size) 119.3:o
3. Mass (Wt.) of Moisture(1\ - (2\ = 2.5 o
(See FOP for Maximum Temoerature)
2. Mass (Wt.) Dried Sample2.'l o/n116.8;q
4. Percent of Moisturef(3) / (2)l x 100 =
Sand Equivalent AASHTO T.{7O (Sand Readlng/Clay Reading) X 100
sE#1 x 100 = #DlV/01 SE#2 I x 100 = #DlV/0!
{vorage Sand Equivalent #Dtv/ot Sand Equivalent Specilication from Sid. Spec.
Fines - Coarse =116.8
Mass Retained on lndividual Sieve (g) Accumulalive Mass Retained (g)
92.4 o/o
#20
115.3 S
5
.5
48
BB.4
48
85.1
4875
Yo
o/o
o/o
o/o
o/o
D Mass =
#10#1
56.4
103.3
56.4
99.4
56.487.1
52
11.6
52
14.9
5225#1 00
#450
# 200
*Pan#270
4.613.23
Gradation
Sieve Sizemm (lnch)
*Pan is washed thru the #450 and #635 sieves, use of aerosol ot may be helpful.
Wood Waste
o/o 7o Max.
Dust Ratio = 0.075 mm(#200) / 0.425 mm(#40)
14.9 t 51.7 = 0.29
Sommenls:
lester's signaturebill richards
IJATE
12t14t2004Checked By Date
317
Gombined Gradation for lnfiltration
Reister US 195 Rainfall Simulation Site
See AASHTO T2to
'1. Mass (Wt.) lnitial Sample(See T-11/27 Table 1 for minimum size) 6769.3,o (l) - (2) =
3. Mass (\M.) of Moisture52.0 o
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 6717.3 q
4. Percent of Moisturet(3) / (2)l x 100 = 0.8 0/o
Sand Equivalent AASHTO T-176 (Sand Reading/Clay Reading) X 100
sE#'l x 100 = #DlV/01 SE#2 / 9.8 x 100
Averags Sand Equival6nt #Dlv/0! Sand Equivalent Specification from Std. Spec.
Percent PassingAccumulative Mass Retained (g)
1 1t2
1
Yo
Yo
To
100
96
99
96
9B
97
9797
1'3t45/81
Yo
Yo
nitial Mass = (See#2Above) 6717.3 g
Gradation
Mass Retained on hdividual Si6vo (g)
Yo
4 o/o
1 o/o
4%
2 a/o
3 o/o
3 o/o
3
37.823.3
1t4#4
54.4
193.91
231.7
363.9
255.0255.0
Sieve Sizemm (inch)
6353.4C = (% passing #635/100 )x lnitial Dry Masg
325.109 qgorrected Flns Aggrogate Pan
M2+{M2xC/Ml}. 1 15.3 o
Gradation AdJustmEnt Factor(fl= Mi/ M2 = 55.1 03
#6 x (0 55.1 0 a 363.9 s#8 x (fl 55.1 0 o 363.9 o
#10 8.4x(0 55.10 = 462.90 826.8 o#16 x(f) 55.10 o 826.8 o#20 23.7 x (0 55.10 '1305.9 o 2132.7 o#40 22.8 x (f) 55.10 1256.4s 3389.1 q
#50 x (fl 55.10 o 3389.1 o
#80 ox (fl 55.10 3389.1 o#1 00 30.7 x (0 55.10 1691 .7 o 5080.7 q
#200 12.3 x (0 55.10 677.8 o 5758.5 q
#270 3.9 x (0 55.10 214.9 a 5973.4 q
#450 4.6 x (fl 55.10 253.5 o 6226.9 o
#635 3.0 x (n 55.10 = 165.3 o 6392.2 o
6392.2 oCorrected
Pan 115.3 x (f) 55.10 6353.4 g 6717.3 g
4.8
o/o
88
50
886B Yo
To
5024
7
5 o/o
50 o/o
32 olo
12 o/o
2
5076%
85.7 o/o
BB.9 o/o
7
95.2
14.3 o/o
11.1 To
Wood Wast6
o/o o/o Max.
Commsnts:
Tester's signature:bill richards
Date12t14t2004
Checked By Date
318
Partlcle Slze Dlstribution Analysis (Slte US 196)
First column of data shows cumulative percent finer. Second column ofdata shows particle sizes, mm.
data, :=
ldto - o'olzmrt
d84 = l'77mn
Kru, := l0
4.8 .020
7.3 .032
1 l, l .053
t4.3 .075
24 .150
50 .42s
68 .850
88 2.00
95 4.75
96 9.5
97 t2.5
97.01 t9.0
98 25
99 37.5
Percent Finer:
Perc := Cutur(d
Percent in size class:
i:= l..N
Dct, := Perc. - Perc, .' I I 1-l
Geometric mean sizes:
Particle Sizes, mm:
Diam:= dutur(il ro
AL:= length(Perc) - I
dm.'=/ffirvrl-l
d16 := Curve( lQ fines := data
N= 13
Calculation of characteristic diameters usine curve fitting method
p := 0, 1.. l0[ Range of values for plotting
Curve(P) ;= linterp(Perc,Diam,P) lnterpolation function for desired sizes
d1g := Curve( l0) d3g := Curve(30) d6g := Curve(65) d5g:= Curve(50)
d64:= Curve(84) d9g:= Curve(90)
d3o = o'2l3mn
F;Fmom;
t3, o
|ffioffiu
Massman Modifled D1g lnflltration Analysis
lflnes = 14.3
( oto doo dqo nn.r'\| - 1.57+ 1.90'-+0,015.--0.013.--2.08.- |\ mm mm mm 100) cm
ssc
l**' * e'e15JB
319
I-
il
l
100
90
80
70
.p Perc 60rr +++EP 50o-d40
30
20
l0
01.1
Percent in size class:
PCt =
0
0 0
1 2.5
2 3.8
3 3.2
4 9.7
5 26
6 '18
7 20
8 7
9 1
10 1
11 0.01
12 0.99
13 1
Particle Size Distribution
0.1 I
Diam Curve(P)
mmParticle Size, mm
Geometric mean sizes
0
0 0
1 0.025
2 0.041
3 0.063
4 0.1 06
5 0.252
6 0.601
7 1.304
8 3.082
o 6.718
10 10.897
11 15.411
12 21.794
13 30.619
10 100
Calculation of mean particle size:
0 0.01
dm= mr
dm,'oct.orn'=I#
It-*t-
J otu6g= 4'481
dm = l'365mn
Geometric standard deviation:
Go i=
ds+ 50d
dso droGradation Coefficient:
,SJ= 0.5.
320
G = 4.493
NatuEl Dispe6ion Research
US 195 Rainfall Simulation Site
1ftldepthus 195 lotrset
Prciect
Proiec.t No.
Boring No.
sample No.
Station
Percent
9!97
9€
9a
8t6t5(2l
14-:
iletnc stere
1 52.5101.6
50
31.75'19_05
9_5
4.7 5
2
0.85o-425
0-1 5
0-075
005
us srcve
6
42
1 1t21 1t4
3t43/8
410
20
40100200
lnfrltEtaonRate{cm/secl
6.18E-04
1.69E-04
2,33E-03
1.04E-03
lnfiltEtionRatelin/hr)
0.2
3_3
D1O tmml0.047
0.047
0.017
0.047
0.047
2001 DOE
Silty lnflow, LowerBoundtsiltered lnllow,
98 WSDOT
Averaqe Value
2003 wsDoT
US Sieve
'1000
6' 4" 11t2
100
3/8" 4 10 20 40 100 200 450 635
10
100
90
80
70
Et.= 60U'6oi50troob40o-
30
20
10
0
1 0.1 0.01
Size (mm)
tt
\
\'t
\
\\
\
\\
\
\
\
\
$\
\
\
I
I
)
\\
\
\
tsc
Dgo
Deo
GnvE
D:o
Dro
Silt & ClaySandGravelsCobblesBouldersPL
321
Fine Grading for lnfiltration
:ontract No.
LID
Material
SR 270 Statlc Site
Samplo No./ Assur. No. Quanlity To Dal€ Pit No./Agg. Sourco Time / oele Sampled
Sample Mass ( prior to splitting, See AASHTO T2 ) Lbs
3. MassT-11127 Table 1 for minimum
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 262.4,q
4. Percent of Moisturel(3) / (2)l x 100 = To
Sand Equlvalent AA$HTO T.176 (Sand Reading/Clay Reading) X 100
SE#1 x 100 #Dtv/o! SE#2 / 9.8 x100=Sand Equivalent #Drv/0! Sand from Std. Sp€c.
lnitial Dry Mass = 262.4 Fines-Coarse= 186.2
Sieve Sizemm (inch)
Mass Retainod on lndividual Sieve (g) Accumulativo Mass Retain€d (g)
#4 76.2 29 o/o
+#6 76.2 29 o/o 71
76.2 29 a/o 71 o/o
1 47 o/o 53 Yo
#16 124.0 47 53#20 .8#40 1 164.3 63 e/o 37 To
164.3 63% 37 To
164.3 63To 37 To
#1 00 71
# 200 77.0 23.0#270 .5 o/o
1*Pan
7 o/o
*Pan is washed thru the #450 and #635 sieves, use of aerosol ot may be helpful
Wood Wast6
o/o o/o Max.
Dust Ratio = 0.076 mm(#200)/ 0.425 mm(*r40)
23.O I 37.4 0.62
Comments:
Iester's Signature
Bill Richards
Date
4t'l4lo5
Checked By Date
322
Gombined Gradation for lnfiltrationionrad No.
LID
lratonal
SR 270 Statlc Sltelampg No./ Assur. Na. uuanuy l0 uate r[ No.rAgg. uource ilm / 9aF S8mptoo
T2 Lb8
1. Mass (Wt.) lnitial Sample(See T-11l27 Table I for minimum size) :Q
3. Mass (Wt.) of Moisture(t-(.2\= o
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temoerature)
4. Percent of Moisturet(3)/(2)1x100= #Dtv/ot %
Sand Equivalent AASHTO T.176 {Sand ReadinCclay Reading) X 100
SE#1 , l' x 100 = #DlV/01 SE#2 / 9.8 x100=Average Sand Equivalent #Dtv/0! Sand Equivalent Specification from Std. Sp6c.
Gradationitial Mass = (Sos#2Above)
Sieve Sizemm (inch)
Mass Rotained on lndividual Sisv€ (g) Accumulative Mass Retained (g) Psrcont Passing
o
1 1t2
1 1t4 #Dtv/o!1' #Dtv/o! %
#Dtv/o! % #Dtv/o! To
5/8 #DlVl0l o/o #D|V/O! To
%3/8'U4
#4 #Dtv/o! % #Dtviot o/
Pan = {Ml l d C. (7e p.s8ing 11635/100 )x lnltlal Ory Matt #DlV/01 oI 185.2 g
186.2M2 . Spllt from Fino gr.dlng grsdatlon AdJustment Factor
(tlr M1 , M2 r#6 x (f) q o
#OlYl0l o/o #DlV/01 olo
#Dlv/01 % #DlV/01 Yo
#Dt
#Dlv/0!Vl0l o/o #D|V/O! o/o
#Dlv/ot % #DlV/0! Yo
#Dlv/ot % #DlV/01 To
#Dtv/ot
#Dlv/0! % #Dtv/o! Yo
#8 x(0 0 o#10 l'x (0 q q
#16 'x (0 q q
#20 24.8xff\ o q
#40 16.5'x (O o o
#50 x(fl o q
#80 x(fl 0 q
#100 21.9 x (0 q q
#200 15.8 x (fl q g
#270 x(fl o o
#450 12.4 x ff\ o o
#635 12.5'x{f'l, o oq
CorrgctodPrn 186.2 x (0 s #DlV/01 g
Wood Waste
:. Max.
Comments:
Teste/s Signature: Date Checked By Date
323
Particle Slze Dlstribution Analysis (Site l-90)
First column of data shows cumulative percent finer, Second column ofdata shows particle sizes, mm.9.9
t4.7
t9.4
23.0
29
37
43
7t
92
99.97
99.98
99.99
100
.020
.032
.053
.075
150
data, :=
.425
.850
2.00
4.75
9.5
t2.5
19.0
37.5
75
53
Percent Finer:
Perc := dutur(d
Percent in size class:
i:= l..N
oct. := Perc, - Perc. ,' I I l-l
Geometric mean sizes:
1",",= 12.g62Y
hr
Particle Sizes, mm:
Diam:= dutur(l) *o
AL:= length(Perc) - I
d*,,=/ffilvll-l
s3, o
N= 13
Calculation of characteristic diameters using curve fitting method
p := 0, 1.. l0( Range of values for plotting
lnterpolation function for desired sizesCurve(P) := linterp(Perc, Diam, P)
d19:= Curve(10) d3g:= Curve(3O)
dg4:= Curve(84) d9g:= Cuwe(90)
d66:= Curve(65) d5g:= Curve(50)
d16:= Curve(16) fines := data
ldro= O'ozto
ldlo= 0.tg+*r ldoo=:.a::*o lffi
d84 = 7.69mn ldso = 9.0+gmo
Massman Modified D1g lnfiltration Analysis
( oro doo dso nn.r)| - l.5Z+ t.gO.-+0.015.-0,013'--2.08
Kru, := lo\ mm mm mm loo /' cm
s9c
l**,= 8.5llx ld3g
sec
324
Per
cent
Fin
erl'u
*tI
+o
I +
atJ
irAuO
\-JO
o\O
Eoo
oooo
oooo
o
C)
(D U)
N (D (' o
- I
;I U :
FE
lH
6 3
lvc.
i le
g-
132'
-lo e
F'-
lg -
@ 3
tJ
- 5
lO5r
t^c
tE5t
-
ll o - c) o = =' o N' o o 0) a 9. o o o 3 o --.
c, 3 o o = 9..
N o (n
o
o sl o E 0) 4 o f o 3 (D o) f :o o, a o o 9,.
N e
o
o o! @
N) I \l
CD s, o)
s o)
('l @
o, O)
\,1 o
@ @
(o N)
o f @ -.t
9 o
N 9 o o
OJ 9 o
o d o- o) =i o f o o o 0: (D f
o
o o9 o N
)(,
l
N 9 o 5
o) 9 o O)
o)
s s> o o)
('t s) N (t N)
o) 9 O) o
{ t, o s
@ s, o o t\)
(o 9) _.t
@
o I o (o --t
st 5
N N 9) o, (o OJ
(r,
('r st o (t (r)
(, N)
Lar
o- ti M l+-t
j
= l-;
- l-F
o o. IF
., il \a
o-lo
q lc
ool
5 +o-
l o-
Hlu o. l
o
il b A t.)
o o o 3 o =. o (h ot o- 0) o- o o s. 0) + o f
o il N) F N)
qoq
1i
o- I
o-l
e lrl q
0qI n t'J o\ t\)
ls--
-'
-\
\
Natual Disr6ion Research
SR 270 Site
E ldepthlofiset
?roisi
Prciecl Nq3oring No.
Sample No.
Station
Pe@nt
9:71
5:4:3;21
Metric Siew
101.t50.€3E.l
31,/519,O5
9.5
474
0.850-42
0- 15
US Siere116 t t\
21 112
11t43t43/8
4102040
100
150
lnfiltrationRate(cm/secl
3.57E44
1 -!t0E-04
1.92E-03
8.05E-04
lnfiltationRate
lin/hr)
0.5
D10 (mml
0.020
0.020
0.020
0-020
0.02c
2001 DOE
silly lnflow Lower
rillereo Innow.uooer Bound
9E WSDOT
Averaqe Value
3-830_18
D90 lmmlD60 lmmlD30 lmml
8.50E 0312.0K sat=2003 wsDoT
TP-3, 6 ft
US Sieve
1000
6" 4" 11D"
100
3/8" 4 10 20 40 100
10
450 635
100
90
80
70
CD.E 60o(E
t50coC)b40o-
30
20
10
0
1 0.1 0.01
Size (mm)
\,l
tT
\
\
\\
\
\\
\\
\
\
\\
\
\\
\
\
\
\\
J
$\
\
\
),-\
i\
\
ac
Dgo
D"o
G.av€
D:o
Dto
Silt & ClaySandGravelsCobblesBoulders
326
Fine Grading for lnfiltration
lontract No.
LID
irstorial
I-90 Static Slte
Samplg No./ Assur. No.
D
Quanlity To Date Pit No./Agg. Sourca Timo / Dai€ Sampled
Samplo Mass ( prior to splitting, Sec AASHTO T2 ) Lbs
T-11127 Table 1 for minimum 4.42. Mass (Wt.) Dried Sample
(See FOP for Maximum Temoerature) 130.7,o4. Porcent of Moisture
t(3) / (2)l x 100 = 3.4 o/o
Sand Equivalent AASHTO T.176 (Sand Rosding/Clay R6ading) X 100
sE#1 x 100 #Drv/o! SE#2 I x 100 = #DlV/0!
Average Sand Equivalant #Dtv/0! Sand Equivalent Specification from Std. Spec.
Gradationlnitial Mass = 130.7 plit Fines - Goarse = 119.9 g
Sieve Sizemm (inch)
Mass Retained on lndividual Sieve (g) Accumulative Mass Rstained (g)
1.3 1 o/o
1 .8 I
10.8 8
#10 35.0 27 o/o 73 To
#16 35.0 27 o/o 73 %58.6 45 55
#40 79.0 60#50 79.0 40#80 79.0 60 o/o 40 To
#1 00 o 106.9 82 o/o 18 To
# 200 9.8 116.7 89.3 % 1
o/o 8.4
4.4 124.1
3.5 o/o
*Pan is washed thru the #450 and #635 sieves, use of aerosol ot may be helpful
,Vood Wasto
% Max.
Dust Ratio = 0.075 mm(#200) / 0.425 mm(#40)
10.7/39.6-0.273ommsnts:
Tester's Signaturebill richards
Date1211412004
Checked By Date
327
Gombined Gradation for lnfiltrationcontract No.
LIDMAGnal
l-90 Static Sltetsil NO./Agg. SOUre
See AASHTO T2 Lbs
1. Mass (Wt.) hitial Sample(SeeT-11127 Table 1 for minimum size) 6880.3:o
3. Mass (Wt.) of Moisture(t-(2\= 32.4 a
2. Mass (Wt.) Dried Sample(See FOP for Maximum Temperature) 6847.9,q
4. Percent of Moisturet(3) / (2)l x 100 = 0.5 o/o
AASI|TO T.{76 (Sand Roading/Clay Reading) X 100
sE#1 x 100= #Dtv/01 sE#2 't 9.8 x100=Avsrage Sand Equival€nt #Dtv/0t Sand Equivalont Spscification from Std. Sp€c.
Gradationnitial Mass = (see#2Abovs) 6847.9 g
Sieve Sizemm (inch)
Mass Retain€d on lndividual Sievs (g) Accumulative Mass Retained (g) Pgrcsnt Passing
1 1t2 I o/o 92 Yo
4. Yo
1 617.6 I s13t4 88
817.3 12 o/o 88 Yo
'U2 1013.5 15 o/o 85 Yo
17 o/o 83 Yo
1 1't72.7 17#4 76
Pan = {M1l 5225.9 qC r (% passlng #635/100 )x lnltlal Dry Mreg 200.493 o
gorroct9d Flne Aggrogate FanM2+(M2xCIMl)- '119.9 o
gr.datlon AdJustrnent Factor(fl= Ml/ M2 c 43.585
#6 x (fl 43.59 o 1622.0 o 24 76
39 o/o 61
39 7o 61 o/o
54 o/o 46 To
67 3367 o/o 3385 o/o
1 5 o/o
91 .1 o/o 8.9 Yo
795.8 4.297.1 0/o 2.9
#8 x (fl 43.59 o 1622.0 o#10 24.2:x (0 43.59 1054.8 q 2676.8 o
#16 x (fl 43.59 o 2676.8 q
#20 23.6 x (0 43.59 1028.6 q 3705.4 q
#40 20.4:x (f) 43.59 889.1 q 4594.5 0#50 x (fl 43.59 o 4594.5 o
#80 'x (fl 43.59 o 4594.5 o
#100 27.9'x (fl 43.59 1216.0 o 5810.6 o
#200 9.8 x (0 43.59 427.1 s 6237.7 s#270 3,0 x (0 43.59 130.8 q 6368.5 s#450 4.4'x (n 43.59 191.8 o 6560.2 o
#635 2.0 x (0 43.59 87.2 o 6647.4 o
6647.4 q
CorrectedFan 1 19.9 x (fl 43.59 5225.9 g 6847.9 g
Yvood Wasts
% o/o Max.
Comments:
lester's slgnature:bill richards
Date12t14t2004
Checked By Date
328
Particle Size Distribution Analysis (Site US 395-8)
First column of data shows cumulative percent finer. Second column ofdata shows particle sizes, mm.
data, :=
2.9 .020
4.2 .032
7.0 .053
8.9 .075
l5 .150
33 .425
46 .850
6t 2.00
76 4.75
83 9.5
85 12.5
88 19.0
92 37.5
100 75
Percent Finer:
perc := dutur(o)
Percent in size class:
i:= l.,N
oct. := Perc. - Perc. -' l l l-l
Geometric mean sizes:
Particle Sizes, mm:
Diam:= dutur(l) ro
AL:= length(Perc) - 1 N= 13
d-.,= /b'iffiEfrIlvll-l
Calculation of characteristic diameters usins curve fittins method
,S":= lspline(Perc,Diam) Spline curve fit to size distribution data
p := 0, 1.. lOC Range of values for plotting
Curve(P) := interp(C,Perc,Diam,P) lnterpolation function for desired sizes
d1g := Curve( l0) d39:= Curve(30) d6g:= Curve(65) d5g:= Curve(5O)
dg4:= Curve(84) d9g:= Curve(90) d16:= Curve(lQ fines := Oururr,O
ldtO = O,OSorn"
lOrO = 0.366mn
ld69 = 2.459mn
F,*, = &,
d84 = l o.93m" lono
= 27 '32mn
Massman Modified D1g lnfiltration Analysis
( aro deo dso fin"r)| _ 1.57+ 1.90.-+0.0t5.-_0.013.-_2.08.- |
K"u, := l0\ mm mm mm 100 ) cm
sec
l"*, l'*,tn
= 17.646-hr
cm= 0.012
sec
329
100
90
80
70
! P.t 6nii +++EP 50
d4030
20
l0
Particle Size Distribution
0.1 IDiam Curve(P)
rnm mmParticle Size, mm
Geometric mean sizes:
l0 100
Calculation of mean particle size:
I 0.01
Percent in size class:
0
0 0
I 1.3
2 2.8
3 1.9
4 6.1
5 18
o 13
7 15
I 15
I 7
10 2
11 3
12 4
13 I
0
0 0,l 0.025
2 0.041
3 0.063
4 0.106
5 0.252
6 0.601
7 1.304
I 3.082
9 6.718
10 10.897
11 15.411
12 26.693
't3 53.033
dso
dro
dm..oct.s l' I
d ':\-m' L loo
Pct = dm=
ds+
dso
dm = 7.25lmn
Geometric standard deviation
mr
oF;.- I-'-J otu
6g= 8,207g
+
f,
t
aI
Gradation Coefficient: ,Sv= o.s.
330
G= 8.391
NatuEl Dispe6ion Research
L90 Static Site
depth
Otrset
D
t-90
Prciect
Prcject No.
Borinc No.
Sample No.
Station
Peent
92
a:7E
51
4€
3l,l:
8.S
7
4.2
iletnc steG
152,51 01.€50.838.1
31.75
9.54.15
2
0.850.425
0.150.0750,0530.032
0.02
u5 steve
542
11t21 1t4
3ta
A
2040
100200270450635
lnfiltationRate(cm/secl
1.10E-03
1.95E-O4
3.98E-03
'1.76E-03
lnfiltationRate
lin/hr)
1.5
0.3
5.6
Dl0lmml0.089
0,089
0.089
0.089
0.089
2001 DOE
Srlty lnflow, LowerBoundFillered lnnow.
98 WSDOT
Average Value
2-46o-37
DSo ammlD60 lmhlD30 lmml
sat
US Sieve
1000
6" 4" 11t2'
100
3/8" 4 10 20 40 100 200 450 635
10
100
90
80
70
CD.a 60!,r!i50co(,b40o-
30
20
10
0
1 0.1 0.01
Size (mm)
TE
\\
\
\
\\
\
\
\
\
>-/
\
\
\
\\
\
\
\
\
\
\
\
\\\
t\
I
i\
I\
3o
Dso
Doo
Grave
D:o
Dro
Silt & ClaySandGravelsCobblesBoulders
GMSoil Classification
331
GP FIELD DATA SHEET
Date 3^{3-gS InvestigatorSECTIS.I l: SITE INFORMATIOT{
ltlt.S,, Te*s..*,?-r
u$. * a I-il*brle truSite Locatiorr
Domi nan t So i I
Site Map:
Presence ofinduration,
special soi I conditionscolnpacted layers, etc.):
Type ( s ) Sr\tu 3.J ,/ $n*u{ur Laa,*.
Soil Prolile Description (horizon depth,texture, structure, color, etc.):
Depth Description
(rnottling, water table depth, hardpan,
4 z"
Comnents and Ng.tes (topography, slope, vegetation, etc.):
26
332
F\o\E- t+ I uS ZGP FIELD DATA SHEET
* I\it, Spd<ar^.a t?J.
SECTlot,l 2:
Date 3- 1J -os r nves t i gatot M,S. ?*iq+'€'-ReSef vOi r ConslantS ! (soe label on permeamter)
CHECKRESERVOIRUSED
S TAI.IDARD I ZED PROCEDIIREFOR. PERMEAIvIETER READINGSAND CALCULATIONS
Depth of Wel I Hole l8a'*,!!9.99: In standardizcd procodute thc rrdlusoI the vcll hole ls alvayr 3.0 en
O' \#h
lst 5er of Readings with heighr (llof water in well (Ht) set at , qn
5U i 10396 2nd Set ol Readings lvith heithrot vater in wctl (He) set at I0 cm
CALCULAT IOI.ISflow, is achieved when R is the iffie in three consecutive timc intervsls
1 o,40 11so = 6.5?6.3Rr
crn/ sec
cm/ seca, b0 'l la0 = O'SlR2
STE OF FLW
R , the steady stat€ rate oI
For the Ist Set of
For the Znd Set of
qALPTIA PAEATdEIER q,
AOD€LTA IHEIA
S
Read i ngs Fr
Read i ngs F, (
K,.* = [t.oo+t)( 3f,33 )RESERVO IBC'NSTANT
( e.er ,l] - tt.005rr)(g{-f g \((t,/lvl-3)] = t,flF- tcm/sec{r -st€Aoy srATERATE OF FLOIS
FIEID SATURATEDHYOMULIC
OC\DUCTIY'TY
RESER'OIRcor.{s TANf
& -srEADY srATE
$n, = f .oi72)(_tt {TRtc Flt x
FO'ENTIALResEnvotRCONSTNI
Fr srEADy st^TeRATE OF Tg
=(-)l(-) = cm-1
)(-)] =-cm2/secEr srEADy srATERATE OF FLolV
- [(.ozrz] (RESERVOIR6l.15TAr.lT
( )-({,6 ,flgLO SATLnAfgDgATER CTJNTS\T OF SOIL. lN Ct{ /Od
llt.OF
A1IEIENT YATSR fffTNsoll, rN cflt /q!.l
) =-cm sec'r'2
) =-cm3/cm3ESTt[\^ATED
MEASTJRED
CHEO(Ol.lE
2 )
vCombined Reservoirs X 35,?1 cmr
Y cm2Inner Reservoir
z!.oqd:
g
F
z
J
ui!<zF-
=6J
>cJO<d<u
dB
d2<i}U
F(tz
'<-bu6
/tlnd.=
z L z 1,t tll, (a o. 1s3 4 e lo 'o n"q 6.'lX4 (^ 4 t4- b o,b o .10) fi 4 rut
11 r J d.+ lt, 6q
L .tr?.1 a.g a./*g
t t2 r t2.fi g.? 0,.$6I fi ,'
O,D a,3f,? Ih I t4.3 ar, A '{*S.ln lt F rg, \ c.t , C. d,4,d \ll ?6 rf.t d,* a,lto Ijz ?t a
o
9qdt
z
!
s,-zFi
+zE,..>droc?
d6J-
du!7<t-U
qF*bU
f.
9Zitu6JYu
I & s L42 I i l-46 e,lo {b, L-
? I 2t,2 o,b *. {.4 3 I
"s,s6,6
_5 {t l 2U.4 or6t tr I
t Yl I
g ?j s I
lr.r cit
I
soRFTt v rTY Jlr
3332t
Te5*11n1qrZ- li)S e $t, Spok.*e KdGP FIELD DATA SHEET
Date E. l3*o5 r nvestigator /t,t,c , ff€rq"LrReSef voir Constants:(5ee label on permcamter)
Combined Reservoirs X 3g.ii? cmz
Inner Reservoi r Y cm2
ts wi th hciBhr(H1) set at , cm
c--g
si:; J
-zF-
27.
JO
OU
J.
duu=F4to
Fgzi?:t\EU:ouJ\,
dlE
U IJ ll.oa ! ,? ttA d,45 It , lt,L t),e r-o. ib4 {i /t. g fi-? I a"l4)t{ fl a,?, \
6, l6* t l'
7 l1 d
For the lst 5et of Readings R, = (
For the 2nd Set of Readings R, = (
STAIIE,ARD! ZED PROCEDTJREFOR PERMEAI\4ETER READINGSAtlD CALCULATIONIS
Depth of Well Hole lS *,*Note! ln stsndardizcd procedure thc radlusof thc well hole is alvayr 3.0 cm
SECTtof'{ 2:
cHECKRESERVOIRUSED
lst Ser of Readinol waler in well
2od Sct of Rcsdiol vater in well
=Eae
3F
2
)a9!'iz
-27.-*>a(JOcd
td
J=@U
JTd
douz!$;o
d-qO^tsEZr3EboE
J!
F> r
dJc
I a 74, d2e.6 t,s
(I ?4, ? t.? IrV
+ 3 I sl, * I,L I'L4 39,4 t, h I' l*
(s E 35, < 'T ?rl7 3?. t &tL Z,Lg ? 'd,o , R rl l t
I E I 4\.? z,q ?-. q
f& 7 4i..1 2,? tlt
rt ter I 41,o 2.G z,bl? l\ I 5:t,0 lB r.d-\t1 \'?- I lln z,o g, ct(4 t3 I 51, o Z,a Z,o tr{ r4 I
ngs vith h"ight(H2) set at l0 cm
CALCULATIONISR, the steady staie rate of flow, is achieved when R is the same in thrce consacutivc tifric intervats.
o.lo tgo = t,6+E'3 cm/secRr
?.6 ) lao = 1 cm/ se,cR1
Kr. = [t.oo+t11 35.31 )(3 336-?l] - tt.00i4)( 3r-it -FIELD SATuN^1EO f,eSERVOtR R: -STeADy sTAYE RESER',O|R
HYD&{UL tC $STANT mTE AF FL* C$|STANICCNCUCTIVITY
) (t,t^q€-l il = E'oo{F cm/secRr .sTEADy stATE {e-s,o,re on Flof,, .i l+ (a,3$' ;n
IIATRIC FLI'(PO.IENTIAL
REsERVOI R@{STANT
Fr STEADY srAtEMTE OF FLW
0. =(-)/ ) =
-
65n'Irk
A€ )-(D€LTA IflETA (16
'FIELO SAfI.hIATEI' t)i,
VAT€R g)flTENT oF SotL, lN cM /cr4 oFAIS I ENT WATER MTENTsol L, tN (},t /cAt
) =
-
gr1 5sg -?2
) I - t( .oz3t ) (-)RESERVOT RCd.ISTANT
) = _ srns /qrn3
(-)] =-cm2/secf;r srE Dy srATE
dn, = L(.a572)
( ESTIi,nTED
l'lEASuRgD
cHEcl(O,lE
q*
3I
50{tPTlvlTy2
Jll
3342t
v
Tlli Hol{ *F j - uS 2 ltt, $F{{uvr* RdGP FIELD DATA SHEET SH: f03?& SECTION 2:
Date 3'13'af Investigator 14,5,, l(crslerRgservoir Constan ts 3 (see label on penneamter)
Combined Reservoirs X ?5.4 3 cm2
Inner Reservoi r Y cm2
nBs wi th hetthr(H1) set at 5 cm
STAT.IDARDI ZED PROCEDIJREFOR PERI\,IEAI\,IETER READINGSAND CALCULATIOI"IS
Depth of wel I Hole_Notes In standErdlzcd procedtrre the radiusof the well hole is always 3.0 on
lst Set ol Readiof water in vell
ngs vi th heighr(H2) set .t l0 sn
I
66$3tz
g J
:'F-2F-
=E
drJOEE
td
-.6
dadz<l
tsozl'l 5
"5iouJ9
I o L4.oz t E. ?-4,b i4"14 a"\/)q 4 ,
"4.7C.? .1, Jf,
4 t, * 25.L fi. { O, l95 d q
& 7 L,A d-4 o, IaG .tit d )u, a d.* $,a.€4 t ??. J t).4 &,2a$.. lrl
+ 1t.b fJ. \ #,2-54 li' ??-? fll s, lg't rt t!1 7 28,4 A,4 d. ?e
il 1C1 r ?8.5 cl.? ird \1a c.b t JA. ? *t'a t #.16,t ?q d ?8.q p.z \ tt. l{}-pt4 ?+
CALCULAT IONSF , rhe steady state rate of I low, is achieved when R is the sam€ ln three consecutive time interyats
For the lst Set of Readings E, = (
For the Znd Set of Readings F2 = (
chtEcKRESERVOIRUSED
znd Set ol Readiol vatcr io well
$, lO ;llr
leo =I'ln? E-3
Lg l6a =s,a .3
cm/ s ec
cm/ secR!
K,., =[{.oo+l)( 3i'3L )(i3,sT _l]-[t.00i4)( tf,3 3 )RE SEtT?ot lrcoNsrnNT
( irh?$-* )] = O,ne4.STCADY STA1€fE OF FL'P
F IELD SATTTIATEDHYDMIJL IC
dI\OUCTIVITY
ROSERVOIRSJTIS TANT
Rr -srEADy srATc FlRA
secRATE OF FLW
s,ur*lTRIC FL1X
IIOTENi I AL
= [ .0:zz ) ( )l - t( .ozil) ) )] =
-
cmz /sec
aATPHA PARft€1ER
ae =( )-(IIC.LTA TTiEIA lll, rFlgLD SATLIaATED lrir
oATeR oJa.lTnNT of soll., tN ct{ /cM oF
5
RESSRVoIR RI STEADY STAIS@\TSTATJT RAIE OF FLO\T,
=(-)/(-) = cm'lXi.
RES E&VO I R6SIST
FlSTEADY S1ATERAAE OF FLOV
) =-cm3/cm3EST IttilATED
I\'EASIJRED
CHECKOIIE
A^iIIIENT VATET CO}ITENTsol L , rN (][t /ct!t
s
-
cm sec -tl2
SEnzIF
z
d4Fz,
*zGJ
JOdd
+d
dtJ.
dou2*5
>g=F3:heE
Jvuo4)C
s I 27, o2
I ?a, ( t,€ I,g? 4
I 3? ,Q t,5 /,s4 ? I t3, I LS t,S
5 4 I 35,a t< l'{(" 16,fi /,& /,.1
l" \&.4 l. f ,,+T 4 b,z lt* I,}
qF} I 47,o t.E l-fr,
fu 4 I 3,9 l,g l,k \
tl l* I 4s, L r.g l'9,tu t.l 44,4 l,# .1, gt! te I
t4 t\
.t5 tq I
IIIIIT
5, b+ i,n lht^
sOI{PTIV ITY
2(J{'
(- )
33s2:l
GP FIELD DATA
Date 3-90-*S
Site Locatiorr
Domi nan t So i I
Si te Mapl
M"L',lr t ,fe
SHEET SECrlgy 1. SITE INFORIVIATIO'\,1
I nve s t i ta ror M.5,ttlt**rtr( tE
TyPe ( s ) S''\tt i*r^*I ,*;1 e*'rr,oJ
Soil Prof ile Description (horizontexture, structure, color, etc.):Depth Descr ipt ion
depth,
hJIA.
Presence o finduration,
[i,,,^ *
special soi I conditionscompacted layers, etc.):
(rnottling, water table depth, hardpan,
Comnents and Ngtes (topography, slope, vegetation, etc.):
26336
U': ld?5 -J*:4 l"Lia *n r
GP FIELD DATA SHEET
Da te -zo ^ o€ nvestigator ,S.ReResef voir Constants!(see label on permeamrer)
Combined Reservoirs X 3fiSg cmz
Inner Reservoi r Y cm?
tS TAT.TDARD I ZED PROCEDUREFOR. PERMEAIdETER READINGSAT{D CALCULATIOhIS
Depth oI Well Hole??c''. (4fs",-{.,i*rNolc: In standardiruo oro"uoilIlil$" +Gv"'
of the wel l hole is always 3.0 cnr
SECTION 2:
*{./-
CHECKRESERVOIRUSED
lst Set of Readinol water in wel I
8s with height(H1) set at J cm
?nd Set o, Rcadino{ water in wcll ( )
s
Hxh
cmightt I0
hea
2t
5; =;
z
f
F_
=oJ
>4JOc&ad
uiJ
pzia)
tsDZ,<aOU
t O z2,t :tr\-,} rt- 3 ?t.{ e,5 #.af'r? lt ? 3dn d.{ t 1tE
,rt d. 4t. s u.5 ! 3,t gF * f
f^ tn A
F t? o:)
a r4I I la
l6 t& ?
CALCULAT IOI''ISF , the 5leady state rate of flow, is achieved when R is the same in three consecutiv€ tirne intervals.
Fsr the lst Set of Readings E = ( 3,A-f . jlAO =fi4?r:-? cm/secRl
For the Znd Set of Readings & = ( ?.? )/eORr
Kk =[t.ooal)(]f,33 _](*"ie .)]-[t.00j4)( gr,si )(g4s'e)FIELD SATUR^TED RE5ERVoIR Rr -STEAOY StArE RESERyott( ftl -5TEADy STATEflYDnAULlc COAISTANI. RATE ot: FL(ry Of,f"lsTANT RATE oF rLr)e,ccNurcTtvttY
t}" l?- cm/ sec
] = o,oo? cm/secI *,*-.-L, tl, 03 in/hr,, ;.,_,-...-.,".---l
) (-)l - [( .a?37 ) (-) (-)] = cm2/secREsgRvotR ir sfeAt)\' srArECCr{SINT ITATL OF FLOW
REsERvolR nrsrEloysrATECtJl.lSfANT ttATE OF FLOIV
) =-cm'1
6,,, = ll .oszz)lr^lRIC FLIIX
POTENT I AL
q=ALPfI,A PARMIETER
(_, I
ag =(DELTA IHETA r)r, ,FIELD sATURATEI)
wATlaR O'$iTENl ofj Sot L, tN cM /ci\t
) =_.*s/cm3
(
4.
)ESIII\4 TED
I'IEAStIRED
CHECKONElr,, A$teNr VATER c{ttTENT
oF sOtL, lN C!!r /(:\t
) =-cm sec'1'2
337
2t
V
c@<E -HF
z
!
1zF-
A-?-uJ
JOddE@
'd
duJ.
d0?+*U
dd^tsoz<zrI<
bUE!d4d ,,4)C
I o 45, o? nu 1.2 r'+.2\1 ) I ,r?.f *.4 7.ta I , bG,+$ 11
t t+I L I
I h t
a? @J
Jrr t t
50t{PTtVITY2
J(,
t"1a tqS + Z
GP FIELD DATA SHEET
Dsls 3T8d-$-5: Invest igator l,i .€. ?*.'*+*rReServOi r COnStantS : (sse labcl on penncartrrcr)
STAI.IDARD I ZED PROCED'I.JREFOR PERIdEAIvIETER READll.lcsAND CALCULATIOI.IS
SECTIOiI 2z
Combined Reservoirs X ?t,35 cm?
Inner Reservoi r Y crn?
Depth of Well Hole lic-a"r(3{E""-t::$9!9: ln standardlzod procedurc ths rudiusof the wcll hoic it alweys 1.0 cm
{ CI.IE(f(RESERVOIRUSED
n8s(rt
CALCULAT IOT{5is rhe same in thre€ cons€cutivc time intervals.
0,5€R , ttle stcidy statc ratc ot I low, is achieved wlrel R
For the lst Set o{ Readings E, = (
For the 2nd Set of Readings K, = (
lst 5et oI Rcrdio{ wrtcr in well
wi rh he igh t) sct at J cnr
ngs(Hr
2nd Sct oI Raadi6! w{tor ln,rrcll
160 = Q't*S'3 cm/ sec
l60 = t'{3S'? crn/sec
[.ATl: OF fLOy
vi th heitht2) sct at l0 on
nt
t )R1
Kr. = [{.004t}( 8s.33 }( r,$3f-4")] -[(.0054]( ( '?, r?6''3 )] = o. ggoq crn/ s ecFt{.Lo sAturATEt)
I IYDfTAUL Ic(TlsucTrvlrYtle SeRVi]lltCOIISTIa\T
IT,,STEA)Y STATE RfISERtloIRS\5TANT
(r -STIADY SIATE
= [( . oi 7 z] (-) (--ll - it .0237 ] (-] )] =-crnz/secRE:I{INYO I RcofrST^NI
nr sTEAllY 5TAT[;RATC Or rr L$'
RESERVOIRGNSTAA|T
nl StllAnY STATE,RATE OF FLO*
u = (-) I ( ) cm-r,1LFl$ Pna^\g.TER tq.
+,,,!iATRtC FLtr(
POTE.IT IAL
AODILTA TIIETA
IUTS OF FLOW
-(( ) =-crn3/crniEsT II'ATED
MEASURED
C}IECKOT,IE
!\,,FtELO SAftnrAreDVAIER Cr)\TliNt OF SOiL OF
A'$}IENT SATBII C$iTINT5ull, lN (J\t /Ctt
) = cm sec't/2
tN cn /crt
S
J
HI
c;
z
{ )a
-r=s{f
dU
Fuz<z-*<ir,b"d
I o"t, 2 2. A. tt Ld IJ.7J
3 /, 2,. f ,r, l-z a' LoA b z. to,4 t-9 o. eo
g 2. ll. ? r,l d.,^rlo r2'..9, i, I ,5. eS
?, 4 r3.I l, I I 3.-ffc*d. t4 tq. o r, I \ t4.a \q tb '1
t6 rd 7
tt
nzF
tF42
=6>dJO
ad
d6
trUuz<t'U
\Fo2<z-
;:gd0drc
t ?3, o2 t I 24.4 t.4 1,4: 3. tu,{- l* e La4 1, I 2.t.. g Lz Ir L5 4 I 2 ?-9 I'l 'ii'I' \t t I z?, o l,l { l,\? 6 3d, t t,{\ LIJo'e fs 6 I
trd q
l. 28 rn /hr
SCITTFTIYITY
2(.lrt
33{"t
Qi t1f b3
GP FIELD DATA SHEET SECTIOf.I 2:
D61s 3-?O'o$ Investigator lrd.s. ?err+qrReSgf VOi r COnStantS ! {see label on Pcrmearnrer)
Cornbined Reservoirs X ifr3-l cm?
Inner Reservoi r Y ctYt2
STAf{DARDIZED PROCEDUREFffi. PERI\,EAI\iIETER READTNGSAND CALCULAT IOI{5
cr.tEcKRE SERVOI RUSED
Deprh of werr 'l:l:*:jj,fuf".iNotG: In etandardized proccdure the radiusoI the vell hole is alwaYs 3.0 cm
n8s(tt
qecljF
z
zI
-u
4U
r=
dU4g*o
FuzJ?t
=>b"6
I 11, 11 ,-Fil-z T ? r 6.?. j.r4't 4 z. t?.{-
"_ i Lt5
4 L 1 tq-E a. .r ,..t " tF t& I
f, l0 2? t?- tg $ {".f IL zt6 l( 4.
CALCULATIONS[, the steady statr rdtc ol {low, is schievetl wheq R is the 3mt in thrce con$ecuiivc time intcrvals.
lso l,?lf - L cm/ sec
lst Sc! of Readiof sat€r in wsll
ngs wi th hcight(H1) scr at 5 cnr
2nd Sct. oI Readio{ water in well
with hei8h!2) sct at l0 an
For the lst Set of Readings E,
For the 2nd 5et of Fteadings R2 =
Rl
( l,+ ) /e O =,?.63€ -2,-.cm/secR,
( r,tf, )
K"' =FIELD SATURA'ED
I IYD&,\UL I CCTNUfTIVITY
s,,TTTTRIC FLUK
POTEN'IAL
c=AIPITA PfiA}€TgR
Ag =(
[(.oo+l ]( ]5'53. ](e,eif"Lti - tt .00t4) ( 31i,33 ]R[StaftYr)lll n].STIADY STAI€ RISERVOIR@NSIANT mI[ OF FL'Jit col.lSTAN1
) =
-
crn3 1cm3O€LTA Tl.lhTA .rr, ,FlgLD SAlulATEo o,, ASlllgNT VAfllfi coNTtNr
vAlriR AnrT*Nr OF 50tL, rN q\t /Ctt oF sotl' lN ($ /{;}t
)(-) =-cm sec'1'2
= [.o5Tz](-]( ]l - t(.a237](-] )l =
-cmz
/secrtf suRYoIr.C!T-.l5TANI
h1 5TEADY 5TATI:tr^Tli oli l: Lrs'
RESERVO I RcrNS rAi{r
IISIEADY STAIERATE OF FLO*
) =-cm-lKr.
ESTI&IATED
MEASURED
I
( LS16'? tl =O. eo5_ cm/ s,ec
(r -s&1TE
TE/4DYOF FLCfl
cltEcKONE)
*zz
>drO
*.*Ed
d6
eoaz56
><Eb:0u4dr c
z
d
iF-zF-
[$dz
t) ?s, g1
1a.7, t. a l,?2ll,or LA Irt3 ?
Lg t,g? 33,?4t,44 I tr{,t t, /+5
t,6 t,6t 74, T6r.L l,LL I 3E.37
t.4.l I 1q, ? 1,4sl'? t,+q s I 4t ,4
43,1 ,'? 1,7E Ilc)L LUll Ifl &4 "7
Lb LG^_tl I 46.3r?.
49.o r,7 4'(+r1 r4.
l. +y'',?
4 i? I &,1\t,4 r,4 1,1t4 I
O, 7l in /hr
5l}{rTtvtTr2
l{t
330r
APPENDIX G
LID Equation Comparison Calculations
340
LID EQUATION CALCULATIONS FOR NATURAL DISPERSION
Eqn.7: LID = ACP/(Ks/ri-1)
Eastern Washington Flow Control Dispersion
25-year Storm Event
DepthGonversionFactor from24-hr storm
Peaklncremental
Depth:Timestep(hours):
lsopluvialto PeaklntensityFactor:
Long Duration, Region 1
Long Duration, Region 2Long Duration, Region 3Long Duration, Region 4SCS lype 1A (Regions 2 & 3)
S' UN'IS
0.50.50.50.50.1
0.120.190.'180,170.24
16
00060700
0.05070.09330.08550.07960.024
HighwayLocation
RoadwayWidth (m)
Soil KsatValue (mm/hr)
LID Length25-yr Peak per
25-yr Depth lntensity Equation 7(mm) (mm/hr) (m)
Sfevens PassSfeyens PassStevens PassWenatcheeWenatcheeWenatcheeMoses LakeMoses LakeMoses LakeSpokaneSpo/raneSpokane
ENGLISH UNTS
HighwayLocation
1414
6.1
14
14
6.114
14
6.1
1414
6.1
Roadwaywidth (ft)
152102102152757515210250152102102
SoilKsatValue (in/hr)
254.0254.0254.063.563.563.535.635.635.655.955,955.9
25-yr Depth(in)
29.929.929.911.811.811.86.66.66.610.1
10.110.1
25-yearPeak
lntensity(in/hr)
LID Lengthper
Equation 7(ft)
3.425.802.531.182.631.140.640.970.931.001.540.67
Sfevens PassSfevens PassSfeyens PassWenatcheeWenatcheeWenatcheeMoses LakeMoses Lake
4646204646204646
6.04.04.06.03.03.06.04.0
1.21.21.20.50.50.50.30.3
10.010.010.02.52,52.51.41.4
11.219.08.33.98.63.82.1
3.2
341
Moses LakeSpokaneSpokaneSpokane
Short-Duration
Storm Event
uepthGonversion
Factor from 2-yrl2-hr to 6-
mo/3-hr
Peaklncremental
Depth:Timestep(hours)
lsopluvialto PeaklntensityFactor:
20464620
2.06.04.04.0
1.42,22.22.2
0.30.40.40.4
3.1
3.35.1
2.2
Eastern Washington Quality Treatment Dispersion(with UIC depth to water table satisfied)
Region 1
Region 2Region 3Region 4
0,760.680.710.76
RoadwayWidth (m)
0.23770.23770.23770.2377
0.0830.0830.0830.083
2.181.952.032.18
S' UN'TS
HighwayLocation
SoilKsat 2yr-2hourValue (mm/hr) Depth (mm)
timo-3hourPeak
Intensity(mm/hr)
LID Lengthper
Equation 7(m)
Sfeyens PassSfeyens PassSfeyens PassWenatcheeWenatcheeWenatcheeMoses LakeMoses LakeMoses LakeSpokaneSpokaneSpokane
ENGLISH U/V/TS
HighwayLocation
14
14
6.114
14
6.114
14
6.114
14
6.1
Roadwaywidrh (ft)
152102102152757515210250152102102
SoilKsatValue (in/hr)
25.425.425.411,411.411.410.210.210.212.712.712.7
2yr-ZhourDepth (in)
timo-3hourPeak
lntensity(mm/hr)
8.0016,577.222.405,912.572.103.373.992.874.752.07
LID Lengthper
Equation 7(ft)
55.355.355.322.322.322.319.819.819.825.825.82s.8
46462046
6.04.04,06.0
2.22.22.20.9
Sfeyens PassSfevens PassSfevens PassWenatchee
00
05
1.
1.
1,
0,
26.254.323.77.9
342
WenatcheeWenatcheeMosos LalreMoses LakeMoses LalreSpolraneSpokaneSpokane
46204g46204646z0
3.03.06.04.02,06.04.04.0
0.50.50,40.40.40.50.50.5
0,90.90,80.80.81.01.0
1.0
't9.48.46.911.'l13.1
9.415.60.E
343
APPENDIX H
Project Photos
344
FIGURE F-l Typical Tipping Bucket Flow Meter dOnset (HOBO) Data Logger
Generation Rainfall Simulator (Front View)FIGI]RE F.2 I
34s
FIGTJRE F-3 1 Generation Rainfall Simulator (Side View)
346
FIGURE F.4 2 Generation Rainfall Simulator (Used for Study)
347
\
FIGURE F-5 Generation Rainfall Simulator and o'Mobile Unit" Support Vehicle
348
FIGURE F-6 Rainfall Simulation Plot w/Rain Gauges (2m Length - Typical)
FIGURE F-7 "Mobile Unit" Rainfall Simulation Support Vehicle
349
FIGURE F-8 Rainfall Simulator Water Supply Control Manifold
FIGURE F-9 Remote Site Tipping Bucket Flow Meter dComposite Sample Bucket(Typical)
350
FIGURE F-10 Remote Site Slot Drain Installation (SR-270 Site Shown)
351
'" , ,\T ",,:"
'
't,',rd,r . ',..; !d' +-! 'l
FIGIIRE F-11 Tipping Bucket Rain Gauge Installation (SR-2 Remote Site Shown)
3s2
FIGIIRE F-12 Slot Drain Installations at SR-270 Remote Site (Pullman)
FIGURE F-13 I-90 (North Bend) Remote Site Slot Drain/Flow Meter Installation
3s3
FIGIJRE F-14 US-2 (Spokane) Remote Site
3s4