Interdisciplinary Workshop Case Study Valley Creek Watershed near Philadelphia, PA Claire Welty UMBC...
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Transcript of Interdisciplinary Workshop Case Study Valley Creek Watershed near Philadelphia, PA Claire Welty UMBC...
Interdisciplinary WorkshopCase Study
Valley Creek Watershed near Philadelphia, PA
Claire WeltyUMBC (University of Maryland Baltimore County)
Center for Urban Environmental Research and Education
& Dept. of Civil and Environmental Engineering July 19, 2005
Appetite for Land Defies ControlSpace is being devoured faster than it's being saved. Where big
homes go, traffic and pollution follow.
First of five parts.
By Diane Mastrull and Nancy Petersen
INQUIRER STAFF WRITERS
Sunday, February 7, 1999
It is development clocked locally at an acre an hour. Twenty-four hours a day, 365 days a year. That is a conservative estimate of how fast the remaining open land in Philadelphia, Bucks, Montgomery, Delaware, Chester, Gloucester, Camden and
Burlington Counties is being bulldozed.
Goal of Project • To quantify impacts of development on water
resources and aquatic ecosystems in anurbanizing watershed
Goals of Presentation • To illustrate why multidisciplinary approaches can
be helpful for evaluating these kinds of problems • To demonstrate several types of models utilized in the project
Valley Creek Watershed - Land-Use History
1650-1700 Colonial Settlement
1700-1850 Agricultural Development
1850-1950 Industrial Development
1950-present Suburban Sprawl
Valley Creek
Little Valley Creek
Valley Forge National Historical Park
Schuylkill River
1 mi 24 mi2
Paoli Rail Yard
• •
••
••
•
Bishop Tube Co.Foote Mineral Co.
Cedar Hollow QuarryCatanach Quarry
Malvern TCE
Knickerbocker Landfill• N.I.K.E. Site
1850-1950 Industrial Development
VFNH Park •
Geology
South Valley Hills(Noncarbonate rock)
Chester Valley
(Carbonate rock)
North Valley Hills(Noncarbonate rock)
Fault
Church Rd, 0.0 m
Quarry Discharge, + 320 m
VCP, + 2275 m
Mill Rd, +5510 m
USGS, +7470 m
N
Station Locations for Tracer Test
Valley Creek Natural TracerAt Valley Creek Preserve
0.20
0.30
0.40
0.50
0.60
12:00 14:00 16:00 18:00 20:00 22:00 0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00
Time of Day
Br, mg/L
08/07/01 08/08/01
Quarry Tributary
Bromide Source
VCP
Mill Rd
USGS
•
Valley Creek Natural TracerAt Mill Rd
0.20
0.30
0.40
0.50
0.60
12:00 14:00 16:00 18:00 20:00 22:00 0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00
Time of Day
Br, mg/L
08/07/0108/08/01
Quarry Tributary
Bromide Source
VCPMill Rd
USGS
•
Valley Creek Natural Tracer At Gauge Station
0.2
0.3
0.4
0.5
0.6
12:00 14:00 16:00 18:00 20:00 22:00 0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00
Time of Day
Br, mg/L
08/07/0108/08/01
Quarry Tributary
Bromide Source
VCPMill Rd
USGS•
Best Fit of USGS OTIS Model to Data to Determine Stream Parameters
dCdt
=−QA
dCdx
⎛ ⎝
⎞ ⎠ +
1A
⎛ ⎝
⎞ ⎠
ddx
ADdCdx
⎛ ⎝
⎞ ⎠ +
qlA
Cl −C( )+α Cs−C( )
dCsdt
=αAAs
⎛
⎝ ⎜ ⎞
⎠ ⎟ C −Cs( )
D = longitudinal dispersion coefficient
= hyporheic exchange rate
A = main channel cross-sectional areaAs = storage cross-sectional areaAs /A = transient storage area
http://co.water.usgs.gov/otis/
REACH
Quarry to VCP VCP to Mill Rd Mill Rd to USGS
Length, km 1.85 3.24 1.96
D, m2/s 1.4 0.5 0.7
As/A 0.07 1.3 0.03
, s-1 2.7E-04 1.0E-02 8.7E-06
Results
• Dispersion, exchange, storage area are flow dependent• Transient storage zone (As/A) and exchange rate () are dominant in the middle reach • Exchange rates () are consistent with type of bed material as
reported in the literature
Ryan, Packman, and Welty, WRR, 40, W01602, doi:10.1029/2003WR002458,January 2004.
••
••
••
•••
•••
••
•
7
1
2
3
45
6
8910
11 12
14
13
15
Creek Chub 15N signal
Food Web Analysis Using Stable Isotopes
Septic System
Steffy and Kilham, Ecological Applications, 14(3), 637-641, June 2004.
Creek Chub 15N signal
123
48
910
1411
13
5
615
7
12
2.6 1.8 2.52.95.44.04.0
2.5
3.9
4.4
3.63.2
1.2
Simpson Diversity Index
Totals (taken each section as a whole)
Watershed: 6.3
Main branch: 3.7
VC: 5.6
LVC: 5.0
S = total number of speciespi = proportion of S made up of ith species
€
D =1
pi2
i=1
S
∑
15
7
5
Springs in Valley Creek Watershed
• 108 sampleable springs• Flow rates and major ions measured
Cross-Covariance Between Spring Flow and Fish Species Diversity
Steffy, McGinty, Welty, and Kilham, JAWRA, 40(5), 1269 - 1275, October 2004
Geology Indicator Variograms ChickiesQuartzite
LedgerDolomite
Elbrook Limestone
Conestoga Limestone
Octoraro Phyllite
Water Quality Variograms Related to Land Use
ChlorideSodium
3 - 180 mg/L 2.6 - 270 mg/L
McGinty, A.L..L., MS Thesis, Drexel University, Dept. of Civil, Arch., and Env. Eng., 2003; McGinty and Welty, in preparation, to be submitted to Hydrogeology Journal, 2005.
Assessment Approach: Stormwater Modeling
Mathematical Model
Rainfall
GeologyLand Slopes
InputsDetention Basin Surveys
Soils
PercentageImpervious Area
Time
Str
eam
flo
w r
ate
Output
Methods• 111 detention basins surveyed, including outflow devices• 6 recording raingauges installed in watershed• US Army Corps of Engineers HEC-HMS model chosen• Soils, infiltration, basin, rainfall data incorporated into model• Predictions of storm runoff with and without basins quantified
2.0 inch rainfall
Peak without basins: 117cfs
Peak with basins: 114 cfs
• Basins are designed for 2 - 100 yr storms• Basins have no effect on small storms (here ≤ 1 yr) • 97% of our rainfall falls as small storms• Need for revising design criteria
Emerson, Welty, and Traver, ASCE J Hydrologic Eng, 10(3), 237-242, May 2005.