POWER AND WATER AUTHORITY WATER DIRECTORATE · POWER AND WATER AUTHORITY WATER DIRECTORATE REPORT...
Transcript of POWER AND WATER AUTHORITY WATER DIRECTORATE · POWER AND WATER AUTHORITY WATER DIRECTORATE REPORT...
Technical Report WRD90028
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POWER AND WATER AUTHORITY
WATER DIRECTORATE
REPORT 28/1990
U ZAAR
KATHERINE TOWN I-TATER SUPPLY
DONKEY CAMP POOL YIELD REAPPRAISAL
COMPUTER PROGRAM ~~NUAL
WATER RESOURCES GROUP
DARWIN
AUGUST 1990
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SUNHARY
This manual describes the preparation and use of computer programs
used in the report on the yield reappraisal of Donkey Camp Pool
(Report 27/1990).
In addition to analysis of the existing pool, programs have been
produced for analysis involving extra storage capacity by the
incorporation of pools upstream of Donkey Camp as >vell as the
effects on the Donkey Camp Pool of a weir at the outlet of the pool.
The manual outlines the storage drawdown relationships used for each 1 .
ana_ys~s.
Description is given on how to obtain input files, how to run the
program and the form of output produced.
Detailed examples are given in the Appendix .
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CONTENTS
SUMMARY
LIST OF FIGURES
LIST OF TABLES
1. INTRODUCTION
2. PREVIOUS ANALYSIS
3. INFLOW- OUTFLOW RELATIONSHIP
4. WATER BALANCE MODELS
5. INPUT FILES
6. ANALYSIS OUTPUT
7. OTHER PROGRAMS
8.
7.1 Analysis of Donkey Camp Pool
Incorporating the Upper Pools
7.2 Determination of date of
maximum drawdown on
1 and 15 November
REFERENCES
APPENDIX A
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iv
1
1
1
2
8
10
13
13
15
16
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LIST OF FIGURES
1. DRAWDOWN-STORAGE RELATIONSHIP
FOR MODEL B WITH 1.5 N WEIR
2. VOLU~lES UTILISED IN THE ~lODELS
3. EDITED FILE OBTAINED FROM THE
SUMMARY FILE
4. OUTPUT FILE FROM DONKSORT
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LIST OF TABLES
1. OUTLH<E OF PROGRAHS
2. LAYER VOLUMES ABOVE AND BELOW CTF
POOLS 5, 6 AND 7
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1. INTRODUCTION
This manual describes the preparation and use
used in the report on the yield reappraisal
(Report 27/1990).
In addition to analysis of the existing pool,
of computer programs
of Donkey Camp Pool
produced for
incorporation
effects on the
analysis involving
of pools upstream
programs have
capacity by
as well as
extra storage
of Donkey Camp
been
the
the
Donkey Camp Pool of a weir at the outlet of the pool.
Description of input files required and output produced are
included.
2. PREVIOUS ANALYSIS
Previous analysis of Donkey Camp Pool yield has been carried out
with a report produced by Marlow in 1983.
3. INFLOW-OUTFLOW RELATIONSHIP
The present analysis uses a relationship between gauged flow in
Seventeen Mile Creek and the Katherine River at the Gorge against
outflow from Donkey Camp Pool during the dry season (June to
December). Recession flows occurring during the dry season normally
cause flow to cease at the Katherine Gorge early in the dry with the
majority of water coming from Seventeen Hile Creek, which is a
perennial stream.
A study of
GS8140019
river gaugings at
(Katherine Gorge)
GS8140159 (Seventeen
and GS81400 12 (Donkey
provided the following relationship:
Flow (GS8140012)
(m3 js) - 0. 209) )
(l4L/day) = (1.184 (GS8140159
* 86.4 ................ ( 1)
(m3/s)
Hile Creek) ,
Camp Pool)
+ GS8140019
Evaporation and seepage losses in the pool can be neglected by use of
the above correlation (Smith, 1980).
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4. WATER BALANCE MODELS
Various water balance models have been produced for this analysis.
They all operate on a daily time step and establish the volume and
drawdown level of the pool at the end of each day.
The volume is calculated by the following relationship:
where
si 8 {i-1 j
Ii
p
=
=
=
=
volume (storage) in
volume in the pool
inflow to the pool
pump rate
the pool on day i
on day i-1
on day i' obtained through equation ( 1 )
Depth capacity surveys
drawdov.•n and storage
were utilised to obtain relationships between
volume. These relationships were found to
approximate straight lines or a series of straight lines of the form.
Drawdown i = a - b Si (see Figure 1)
where
Drawdown i
The models,
= drawdown (metres) below the CTF level of the rock bar
or weir on day i.
= constants depending upon the case being considered
= volume (storage) in the pool on day i
which differ mainly in their drawdown storage
relationship are outlined below.
Model Al
Donkey Camp Pool in its natural state, utilising the depth capacity
relationship obtained from a survey conducted in 1969 (Marlow 1983)
see Figure 2.
Drawdown storage relationship:
Drawdown = 3.6 - 0.003 x pool volume
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.., .a· .
~ ~--~------------------------------------------,
A.H.D 97.3 -L5m Wt:IR LEVEL AT
DONKEY CAMP
.2
. 1
97.0
.9
.a
.7
.6
.5
A
.3
.2-
• 1
96.0
z ;:: 0 0 ;:: < a: 0
MODEL B: DONKEY CAMP WITH 1.5m WEIR
:z ;:: 0 0 5:: Drawdown "'3.936-0.0022xVo:ume < a: 0
Drawdown=4. 124-0.0023xVolume
Drawdown=4.648-0.0027xVolume
Drawdown=5.1-0.003xVolume .9
1200 1300 1400 1500 STORAGE VOLUME ML
1600
DRAWDOWN STORAGE RELATIONSHIPS FOR MODEL B WITH 1.5m WEIR
1700 1800
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Model A2
Donkey camp Pool with the addition of either a 0.5, 1.0 or 1.5 metre
weir situated at the bottom end of the reservoir (Figure 2).
Drawdown = a - 0.003 X pool volume
where a = 4. 1 for 0.5 m weir
4.6 for 1.0 m weir
5. 1 for 1.5 m vleir
Model B
The Donkey Camp Pool with a 0.5, 1.0 or 1.5 metre weir located at the
outlet of the pool and incorporating the resulting additional storage
from upstream pools. The depth capacity relationship of the upstream
pools has been obtained from the 1990 survey report "Donkey Camp
water Supply Upgrading" from the Department of Lands and Housing.
See Figure 2.
For 0.5 m weir:
Drawdown = 4.1 - 0.003 x pool volume
For 1 . 0 m weir:
Drawdown = 3.624 - 0.0023 x pool volume
Drawdown =
Drawdown =
4.148- 0.0027
4.6 - 0.003
For 1.5 m weir
x pool
x pool
volume
volume
Drawdown = 3.936 - 0.0022 x pool volume
Drawdown = 4.124- 0.0023 x pool volume
Drawdown = 4.648 - 0.0027 x pool volume
Dra,..vdcwn z 5. 1 - 0.003 x pool volume
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1571 > vol > 1441
1441 > vol > 1366
1336 > vol
1800 > vol > 1571
1571 > vol > 1441
1441 > vol > 1366
1336 > vol
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Model C
As for Model B above, but also incorporating the volume of water 1
metre belov1 the cease to flow level of pools 1, 2 and 3. It is
assumed that slots are cut to a depth of 1 metre in the rockbars.
See Figure 2.
For 0.5 m weir
Drawdown = 3.349 - 0.0023 x pool volume
Drawdown = 3.491 - 0.0024 x pool volume
Drawdown = 4. 1 - 0.0003 x pool volume
For 1 . 0 m weir
Drawdown = 3.849 - 0.0023 x pool volume
Drawdown = 3.991 - 0.0024 x pool volume
Drawdown = 4.6 - 0.0003 x pool volume
For 1 . 5 m weir
Drawdown = 4. 111 - 0.0022 X pool volume
Drawdown = 4.349 - 0.0023 X pool volume
Drawdown = 4.491 - 0.0024 X pool ,_.rolume
Drawdown = 5. 1 - 0.002 X pool \'Olume
Hodel D
1436 > vol > 1351
1351 > vol > 1105
1105 > vol
1652 > vol > 1351
1351 > vol > 1105
1105 > vol
1800 > vol > 1652
1652 > vol > 1351
1351 > vol > 1105
1105 > vol
As for Model B above but allowing full connection of the pools 1, 2
and 3 to their bed level. See Figure 2.
For 0.5 m weir
Drawdown = 3. 572 - 0.0024 X pool volume 1495 > vol > 1286
Drawdown = 3.783 - 0.0025 x pool volume 1286 > vol > 993
Drawdown = 3.955 0.0027 X pool volume 993 > vol > 787
Drawdown = 4.084 - 0.0029 X pool volume 787 > vol
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For 1. 0 m weir
Drawdown = 4.072 0.0024 X pool volume 1711 > vol > 1286
Drawdown = 4.283 0.0025 X pool volume 1286 > vol > 993
Drawdown = 4.455 - 0.0027 X pool volume 993 > vol ) 787
Dra<:;'ldOT..rn = 4.584 0.0029 X pool volume 787 > vol
For 1 . 5 m weir
Drawdown = 4.242 - 0.0022 X pool volume 1939 > vol > 1711
Drawdown = 4.572 0.0024 X pool volume 17 11 > vol > 1286
Drawdown = 4.783 - 0.0025 X pool volume 1286 > ~;ol > 993
Drawdo;.;n = 4.955 - 0.0027 X pool volume 993 > vol > 787
Drawdown = 5.084 0.0029 X pool volume 787 > vol
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HEIGHT
2
1
C. T. 0 F
-1
-3
2
1
C.T.F 0
-1
(metres) "' "' "' ~
~ " ~ " .t:J .. .., "' .t:J "' " "' " 0 .., 0 0:
0 0: 0:
\'\'.\\\\\'.\\\ \\ POOL 4
;~~~~·~%'i< POOL 1 POOL
·-::\' \\\\\'·\' \;._-..:,· 2 & 3 ''\C'A'l.iii: \ \~ \' \ ' ' \\\\•'·\'~'\ •"\\.'.\'.\\,\ .\· ·\\'-:\:\.\\(~' \ .... \' ,y·.··\;::::;;s··\~; ,., \\;\·, ;\\._,
DISTANCE
MODEL A 1
~~\~;~~~~~-~\~\~~~'*' ''\\\\\'\\\\ \' '. \':\ ' :\ ·'\ '\:,• ' ' \\'' \ \:'~' \ \.\~· \\\\ ~ :\. \ \'\'-~\\ \\' ,, .\·\\'\ .\\· ,\,,
·\\\\\Y\\\\'.~,, <4 \ '·· ::\~·\ \\ ""~·'\ \ ,\, ··: \· . . ·v;· ,,~·~k~ ·.· \·, . \ , ... , ~'"''\·'~ 1 2 & 3 , ... , \''"'-\'\\,
~;'''~AMI'\·· . '. \
-2 •\\''\·''\'· \\\ ~ . \\\'\'\\\.'\'\:< ·\~'":\''~ \,\ \\' \\\\ Y\ .:-.,\··
-3 \\>~ \ \:\z\:\>.':.:r "'"' \\'• \'.
MODEL 8
2
MODEL D
2
1
C.T. 0
F
-1
-2
-3
2
0: w ;: .\\\\.\\ .... Y\·.\\ '•,'•\\\\,,-\,\' ,, '·. ,., ',,, .,. \,\\\\~~:''\' ~\\:\~\\\ ,\\~\ ,\\'\'·'\'-~\-·\\'-\,_\\..\':\\\ \\\\' -:~bB){KS'Y>
& '. \\\ '\' \~_\\'--\ '- 1 2 3 ··~\cJ,. i>,, .. ,. . M .. -., \'\\\\\\\.\\~\\ ''·\'·\•'··\_\\\ \\" -.~' \;\,\\ \\\\y .-Y:\\ .\':\_\'\\\ \\'• '~\~\ , .. ,-.. \, \~\u·•\·
MODEL A2
1 2 & 3
MODEL C
LEGEND
~ Volume Utilized
Weir
4
4
c.T.F Cease to Flow Donkey Cam;::
Not to scale
VOlUMES UTiliZED IN THE MODELS
Fig. 2
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5. INPUT FILES
Input files required for the water balance programs are mean daily
discharge data from both Seventeen Mile Creek (GS8140159) and
Katherine Gorge (GS8140019).
The files are obtained in the following manner:
(i) Create a summary mean daily and monthly discharge file for
each station through the corporate v~ater processing area
UPRIVATE 11
(ii) As the data is arranged in water years it is necessary to
then cut two consecutive water years data from the summary
file and paste into another file to cover any one year from
June to December. This latter file created is then edited
before it can be used in the Donksort program written by
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A. Baker. Editing involves deleting all blank lines and
lines with headings, leaving only 62 lines (Figure 3).
The Donksort program can then be run with the edited file as
input. This program arranges the data in a format suitable
for input into any of the Donkey Camp model programs. Output
from the Donksort program should be named according to which
years flow it refers eg GORGE63.DAT for 1963. Figure 4
shows a typical output file from Donksort. It should be
remembered that if daily flow in any of the data is 100 m3;s
or above it will be divided by 100 due to the formatting.
Therefore if such values exist they will need to be corrected
in the Donksort output files.
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Figure 3 Edited file obtained from the daily summary file.
1963 mean daily discharge for 17 Mile Creek.
FHe covers
Sep;· ~; ~:.a Oct c . .:::;
N -1. ·OV -o_ ::: Dec:-;;
Figure 4
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.'), o.a
0. ::::. 0. :o. v • .:::: 0 . .:0:4 c . .;::::J. ;- ~
0. ::l':'
c •. o. !~ 0 "'~ o. ::l'? ~. ~:l
-o.Z7 ~ . .;:-: ¢ . .::: C. :: 0 .t.!o ;)_ ~-(t
j, o3 0. ~~
0. ~::'
<J. :-e ~- !.:;: ~ .:.:: c. :s o.:;:;: 0. ::-
o.:.= -::. ~ .. c.~:.
c. 7~ 0 ,~
0 !0
0. "'" o.:;: .. :), .:2 -o .......
o. :::~ .:1. -<-! ·O, ::o
() 7~
;J, '" 0 ..
,::l_ "'""' o . .:a 0. :::z -:, . .:a 0_~,
0, :;:4
"· :;;::: -o. :7 0. ;:,Q 0. ~~ 0, ::"?
0 ~0 •J • .:Oo
·). :a ¢, :J ·? :.'J
•:1 .... 0. '"-• 0, :"' 0.:0:-l> , __ 0 :?
0.-:.::1 <l. !S 0 !0 o. •a c. ::e " .Z1 c :.a 0. :.o. o ... _ 0 ~:I
a :.:.
.J. "' 0. :~ 0 •• ,., 0. :,. 0.:::
~ ... J . ..:j "), 'J7 0. ::!0 0. :<:9
Output file from Donksort. File covers June to December mean
daily flows for 17 Mile Creek, 1963.
62/63
' ' • a • "
,. .. .. .. ::::::: ::::o
;:;,
,.
' ' • ' ' •
::: .. "
63/64
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10
6. ANALYSIS OUTPUT
Two types of output files may be produced by the programs:
{i) a summary output file and
(ii) a daily flow output file
No screen output is given for programs yielding only summary output
files.
The summary output file lists, for each pumping rate, the maximum
drawdown, the number of days from cease to flow to maximum drawdown
and the number of days drawdown exceeds 0.0, 0.2, 0.4, 0.6, 0.8, 1.0,
1. 2, 1. 4, 1. 6, 1. 8 and 2. 0 metres {see Appendix A). The pumping rate
increases in steps of 1. 0 l•!L/day starting at 1. 0 ML/day.
The daily flow output file lists the date, drawdown (m), and spill
(ML) for each day from June to December for a particular pump rate
(see Appendix A).
The daily flow output files are produced from interactive programs
where pumpage can be varied. The screen output gives maximum
drawdown and number of days from cease to flow to maximum drawdown so
a new estimate of pumpage can be made. Each time the pumpage is
varied another file is produced which is given the next consecutive
version number. The Vax only keeps two versions. If files are to be
kept only two pump rates should be used for each run. It is
therefore best to keep track of pumpage rates and version numbers as
only the one output file name is utilised. The interactive programs
also yield summary output files in the format noted above.
A listing of all these programs is given in Table 1 and full
examples of programs with results, are given in Appendix A .
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TABLE 1. OUTLINE OF PROGRAMS
-·~----·-· ..
PROGRAM NAME WATER BALANCE INPUT REQUIRED INTERACTIVE INTERACTIVE MODEL PROG.£lAM NAME PROGRAM INPUT ···-·-~--
PRESENT.FOR Donkey Camp pool 1, 2, 3 : SP * * . OUT, VARY.FOR 1, 2, year, only year. 3 : SVARY** . OUT, Model Al 4 :VARY** .OUT,
5:1200, 6:1200, Pumpage volume.
. . . .. WEIR05.FOR Donkey Camp Pool 1, 2, VARY5WP.FOR 1, 2, year,
wlth 0.5 • 3: 05W''*. OUT, 3:SV5WP**.OUT, m weJ.r year Model A2 and B 4:V5WP**.OTJT,
5:1366.5, 6:1366.5 Pumpage volume.
. lWEIR.FOR Donkey Camp Pool 1, 2, 3 : 1 W* * . OUT,
with 1.0 m weir year. -Model A2
. .. 15WEIR.FOR Donkey Camp Pool 1, 2
' with 1.5 m weir, 3: 15W** .OUT, -Model A2 year
1WPOOLS.FOR 1 m weir at 1, 2, VARYlWP.FOR 1, 2, year, Donkey Camp Pool 3:1WP**.OUT, 3:SV1WP**.OUT, Model B year 4 :VlWP** .OUT,
5:1571.5, 6:1571.5 Pumpage volume.
!-:-::····· ----- .. . 15WPOOLS.FOR 1.5 m weir at 1, 2, VARY15WP.FOR 1, 2, year,
Donkey Camp Pool 3:15WP**.OUT, 3 :SVJ.5WP** .OUT, Model B year 4 :VlSWP** .OUT,
I
-·~-J 5:1800.2, 6:1800.2
I
L Pumpage volume. I
i . . .
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'I' ABLE J . Continued ...
----- -'PRoGRAM NAME WATER BALANCE INPUT REQUIRED INTERACTIVE
MODEL PROGRAM NAME -:-:-·· --·· -SWSl.FOR 0.5 m weir at 1, 2,
Donkey Camp Pool 3:5S**.OUT, -Model c year
.. lWSl.FOR l.O m weir at 1, 2,
Donkey Camp Pool 3:1S**.OUT, -Model c year
- ---------15WS1.FOR 1.5 m weir at 1, 2,
Donkey Camp Pool 3:15S** .OUT, -Model c year
5SLO'r. FOR 0.5 m weir at 1, 2, Donkey Camp Pool 3:5SLOT**.OUT, -Model D year
.. lWSI.OT.FOR 1.0 m weir at 1, 2,
Donkey Camp Pool 3:1SLOT**.OUT, -Model D year
15WSLOT.FOR 1.5 m weir at 1, 2 I Donkey Camp Pool 3: 15SLOT** .OU'l' -Model D year
'--- - --. .. . 1. Dally lnflow data fllename for 17 M1.le Creek, le. 17M** .DAT 2. Daily inflow data filename for Katherine Gorge, ie. GORGE**. DAT 3. Summary output fi.lename:suggested name 4. Daily output filename:suggested name 5. Full supply volume:volume 6. Initial pool volume:volume(here equal to 'full supply volume) **Numbers denoting the year ie.63 for 1963.
-
INTERACTIVE PRQGMM INPUT
--
·--
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7. OTHER PROGRAHS
7. 1 ANALYSIS OF DONKEY Cl'.I4P POOL INCORPORATING THE UPPER POOLS
The program DUMP.FOR allows for the dumping of water into Donkey
Camp Pool from upper pools for a set drawdown level at Donkey Camp.
Details of the program are outlined below:
The interconnection of pools 1, 2 and 3 to their bed level is
incorporated (Hodel D).
Option is given of a (0.5, 1.0 and 1.5 metre) weir at Donkey
Camp Pool or no weir.
The set dra·.vdown level at Donkey Camp for the dumping of
water from upper pools can be varied.
Dumping is carried out only once during the period of
analysis.
A variable quantity of water can be dumped from pools 5, 6
and 7. The volume is determined by the user specifying the
draHdown limit below CTF of the upper pools and the height of
weir on each pool. Table 2 lists layer volumes to 2 m below
CTF for the pools.
The output specifies for each pump rate the maximum drawdown, number
of days to maximum drawdown, number of days draHdown exceeds 0.0 to
2.0 metres in steps of 0.2, the date dumping occurs and the amount of
spill. Negative spill is the volume of water required to fill Donkey
Camp Pool. The volume of water dumped from pools 5, 6 and 7 is also
stated.
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TABLE 2
LAYER VOLUMES ABOVE AND BELOW CTF FOR POOLS 5, 6 AND 7
POOL 5 AND 6 0.2 m LAYER VOLUMES
(m3)
20736
20213
17245
15726
14713
13626
12162
10581
9388
8528
7764
6923
6009
4990
4081
CTF
LEVEL (m)
1.0
0.8
0.6
0.4
0.2
0.0 CTF
-0.2
-0.4
-0.6
-0.8
-1.0
-1.2
-1.4
-1.6
-1.8
-2.0
POOL 7 0.2 m LAYER VOLUMES
(m3)
13727
13549
13369
13190
12996
12753
12468
12204
11970
11766
11245
9828
8975
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7. 2 DETERMINATION OF DATE OF HAXIMGM DRAWDOWN AND DRAI~DOWN ON 1
AND 15 NOVEHBER FOR CASE WITH DONKEY CA~1P POOL ONLY.
These programs PUMP. FOR and PU!.fP 1. FOR establish for each pump rate
the drawdown on 1 and 15 November, the maximum drawdown and the date ..
of maximum drawdown. The case for Donkey Camp Pool only is analysed
(Hodel A1). It was written primarily to produce Figures 19 to 22 for
the Katherine Water Supply Donkey Camp Pool Yield Reappraisal report.
Input required for the program is the inflow data filename for
Seventeen ~!ile Creek and the Gorge, output filename, starting
pumpage volume and year of analysis. Pump rate is incremented in
steps of 0.1 for program PUMP.FOR and 1.0 for PUMPl.FOR.
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8. REFERENCES
1. V~RLOW, c. (1983) - Donkey Camp Pool Yield Appraisal,
Water Division, Department of Transport and Works, Report
22/1983.
2. SMITH, I. (1980) -Katherine River Development, Water
Division, Department of Transport and Works, Report 4/1980.
3. STEWART, T. AND ZAAR, U. (1990) - Katherine Water Supply, Donkey
Camp Pool Yield Reappraisal, Power and Water Authority,
Report 27/1990.
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APPENDIX A
EXAMPLES OF PROGRAMS
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PROGRk~ 15WSl.FOR
t 1Hl5 PROGRA-1'1 S!t1ULATES THe: S1CRI\QE tJEHAVIOR OF C DONXEY CAMP POOL - KATHERINE TOWN WATER SUPPLY c C IT USES A DAILY TINE STEP AND IS DESI~NED C FRIHARILY FOR THE ANALYSIS OF RECESSION FLOWS C DVRINQ THE DRY SEASONt~UNE TC DECEHBERJ c C INPUT FILES REGVIP£D ARE; C l.OAILY INFLC~ DAiA FROM SEVENTEEN HlLE CREEK C GSB140l ,q, C 2.0AILY INFLOW DATA FROM KATHERINE QORQE c QS614001q C THESE FILES MAY BE OBTAINED SY THE USE CF THE C PROCRAM DONKSORT c C OUTPUT ~ILE PRODUCED IS; C t. SUHMA~V FILE CONTA!N!NG MAXIMUM DRAWDOWN, NO. OF DAYS C TO MAX OR~WOOWN, NO. OF DAYS DRAWDOW~ EXCE~OS 0.0 TO ~.0 C METRES IN 57EPS OF 0.~ AND THIS IS ALL DONE FOR PUMP C RAT€S FROM ! MLIDAY TO A MAX DRAWDOWN LIMIT ASCERTAINED C BY 7H£ POD~. c C THIS PROGRAM INCORPORATES A 1. S METRE WE!R AND 1M SLOTS IN POOLS
INTEGER
REAL INT!i'QEf! REAL REAL RE;At.
YEAR,NOH(7loHDOD,MAXD
FSVOL, !NVCL,PVMF1 NOC,N02,NQ4,N06,NOa,NlOoN1~.N14.N10,N1S,N20 SP!LLC~Q),~l7H!LE!50),FLQDRGE(~0)
VOL1CO: ,Q),OVTFL(~O),DRAW(7,,0),pVMP<~O) MAX DRAW
CHARACTE~-*"3
CHARACTER•tS CHARACTER•!
MNTH(7) IFIL£1, !FILE~~IFIL£a,OFILE2 ANSWER
DATA NCMf30,31,31•30.31,30,31/ DATA l"'NTH/'.,JTJN', '.JUL..~, 'Al.JQ~, 'SEF'', 'OCT', 'NOV'• 'DEC~/
C SP~ClFY INPUT FIL£ NAMES
WR!TE\,t,,S' .S FORMAT< •$',:2X, 'TYPE IN DAILY INFLOW DATA F!.!..ENAME FOR 17 MIL£: '",I)
READ(,, 10~ !F'!LE:2 OPEN(UNIT~oNAHE•lFI~2.STATUS•'OLD')
WP..!TE<b, :J) FORMAT( ''S', 2X, 'TYPE: IN DAILY INFLOW DATA FILENAME" FOR QCRt;E: ',/) R£A0{5, 10)I~ILE3 OPEN<VN!T•7.NAME•IF1~3.STATUS•'OLD')
10 F.OR!"'.ATCA18J
WR!T£{0, 7!5.201 FORMAH ''I', 2X:. 'TYPE !N SUM!'1MY OUTPUT FILENAME: •, I} READ(5, !O)CFILE~
~ FSVCL • FULL SUPPLY VOLUME C INVOL - tNITlA~ PO~ VO~VME
FSVOL,.1880.6
INVOL•!S90.6
WRIT£:(6, 700~) 7009 FORHA'i( 'S', .2X, 'INPUT Y£AP. OF ANALYSIS:
READCS, •)YEAR
C HEADIN05 FOR SUMMARY OUTPUT FILE.
OPEN<UNIT•t~.NAME•OFILE2~STATUS•'NEW') WRHEt 1~. 30l
30 FORMATi' '• ;;!:.X, 'KATHERINE RIVER WATER', + ' SUPPLY-DONKEY CAMP POOL',/fi
WR!TE<l,,32,YEAR ~ FORMAT{' '• ;?X, 'YEAR: ; , 14. /}
WRIT1i<1!i. !~) :5~ FORMAT(' ',2X, 'CASE; 1., METRE "WEIR',/}
WRITE \ 1 :; , .:t3 l
~'I)
:33 FORMAT( • '• ~X. ~PUM'P!NQ fi'ATE MAXlM!Jt1 '• -+ ·NO DAYS NO OF DAYS DRAWDOWN EXCEEDS O'U ')
WR!TEt 1~. ~) 34 F'ORMATt • •, :5X, 't'II.../.DAY DRAWDOWN TO MAXq
WRITE( i ~. 3'J :J:5 FORNAT <' ', 18X, '!f'O ORAWDOWN 0. 0 0,.;! 0. 4 ',
• 'o .• o.s 1. 0 1.~ 1-~ 1.6 1.8 2.0')
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C START lNTERACT!VE PROCESS C PUMPt • P~P RATE ML/OAY C NOM !S ARRAY WITH NO. OF OAVS !N EACH MONTH -c CUTF'l.f.JJ) IS THE \JOLVH!;; ClF WATER WHICH FLOWS INTO OONK£Y CAt1? C PGOL FROM 17MtLE CREEK & THE QORQE ON DAY JJ C VOLl IS THE roTAL ~~LUHE !N DONkEY CAMP POOL INCLUDING THE C VOLUME MADE AVAILABLE FROM 1M SLOTS IN UPSTREAM POOLS. C DRAW ~ ORAWDOWN IN ME7RES MEASURED FROM THE FULL SUPP~Y LEVEL C MAXDRAW ~ KAXIH~~ ORAWDOWN ~VEL c C DAILY PC04 VOLUME AND DRAWDCWN LEVEL ARE CALCULATED. AS WELL AS C THE MAXIMUM DRAWDCWN FOR THE PUMPRATE.
901'2
40~
VOL! <O>=-IlWOL.
00 40~ MCNT-1~ 7 NAB=-NDf'f{MCNTl R£AD{4, •) {FLl7MILEiJ4),~J•t.NAS} REA0f7o •) fFLGORGE\WJJ,JJ•t.NASJ
DO !~0 J.J•t, NAB CUTFL { .J.J}=f 1. 184* (F't.l7MILE! J.Jl+FLOQRoQE(.J,J) l-0. ~0'9 J *S6. 4 '.IOL l ( .JJ) mvQLj, ( .J,J-1 ) +Q•JTFL ( .J,J) ~UMP ! IF !VOLltJU). ~~-FSVCL) THEN VOt.!(.J.J)-""FSVOL rRA~<MCNT,..J~J•O.OO
ELSE IF (VIJLl (.J.J). OT. 16~U. 1. AND. VOl .. t (.J.Jl. LT. FSVOL) THEN DRAW! MCNT~ J.J) •4. 111 e-0. 002lS6*VOL.t ( ..;.; )
'ELSE' !F <'\lOLl ( J.J). LE. 16:51, 9. ANO- VOLH J.J). <:T. 1::3~1. , ) THEN DRA~<MCNT.~.Jt•4-3493-0. 00233•VOL1C~.J)
El.SE IF \VOLH-.J.J). LE. !:J~H. :5. AND. VCLl (.J.JL QT, 110!!11. U THEN 0RAW{MCriT.~.Jl•4.4911~-Q.00~43~*VOL1(.J.J)
ELSE IF (\.!JL1<..J.J).LE.l10:5. 1) iHEN DRAWiMCNT,.,).J)•~. l-Q. 003•v~1(~.J'
£NO tF IFtORAW(HCNT,..;.J).QE. MAXDRAW) MAXDRAW.ORAW<MCNT,.J.J)
!F{.J..J.-ElG. ~&> '.JCL1(0)--'/0l.l(NA9)
C-ONTINUE
CONTINUE
C 03TA1NINQ NO OF DAYS TO MAXDRA~ AFTER CTF AND C NO QF DAYS ORAWDOWN EXCEEDS S~T LEYELS C MODO•NO OF DAYS FROM CTF TO MAXORAW C MAXDaNQ. OF DAYS TO MAXIMUM ORAW~OWN
~01.0 bOOO
INlTlAL!lE VARIAB~ES
MOOD • 0 NCO•tJ NOC!'-0 NO~•O NG6.aQ NOS•O N10""<J Nl.:•>J N14 .. Q Nli,s()
N19•0 N'C:-Q•G
DO 6000 MCNT•li7 NAB:zNOM(MC.'">iT) CO 6010 4V.1,NAB lF\DRAW<HCMT.~.J).G~ 0. OO,)THEN lF (DRAW (HCNT, .JJ). GE. 0. 00!5 J l'IJO:NCCJ+ 1 lF<DRAW(MCNj,,J~}. QT.O. ~) N02zN02+l lFtDRAW01CNT,.J •. J>. ~T. 0, 4) N0-4-N04+1 !F<D~AWtHCNT~.JJ). Gr.O. b) N06-NCO+t IF(DRAW(MCNi,V~J.QT, 0. 6) NCSzNOB+l JF<ORAWU1CNT • .J.JJ. QT. l. 0) N1o-N10+1 If'rORAWiHCNT • .J,.J). GT. 1. ;!) N1.2-•~H;2+1 :FtORAWiH.C:H,-.J.JL GT. 1. 4) N14-N14+1 IF{DRAUtM:CNi, JJ). QT. L b) NI&<N16+1 lF<DRAWCMCNT,JJ).QT.1.9} N19-Nt9+1 IFll::RAW{MCNT, .JJL QT. 2. Ol N;lc-N::0-+1 lF(DRAU(MCNT,.J.J).C~MAXDRAW> MAXD•HOD0•1 f'1DDO•t1DOD-t- t. £t.S£ 1100:0-o END IF <!ClNT!NVE' CONTINUE
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C END PROQRAM WHEN MAXIMUM DRAWDOWN L!HIT IS REACHED I-FH"lAXDRAW. QT. o4. ~) 00 TO 91~1
WR!TE(t~ •• OlPUMP1,HAXDRAW.MAXDoNOQ,NQ2,NQ4,NQ6,NOS.NtO.N12,Nl4o + N16.N1S.~O
~0 FORMAT(• ',4X.F~.2.SX.FS.~.7X, !3oSX, ll<I3o2XJ~/)
ClOSEtUNii•4~STATVB- 1SAVE~) CLOSE~UNIT•7~STATUB-'SAVE'l
C INCREMENT ~ RAT£
L.IM!T PUMP RATE
OP£N(UN!T-4,NAMC•l~ILE2,STATUS•~OLD')
OPEN(UNIT•7,NAME•IFlL£3,STATUS-'0LD*)
CONTINUE LOOP
QO TO 9012
"191 END
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OUTPUT FROM PROGR~~ 15WSl.FOR: 15S66.0UT
KAiHERINE RIVEH L-iATEP, SV?!='LY-DONKEY CAMP POOL
YEAR: :966
CASE: 1. 5 METRE WEIR
.PUMPING- RATE ML.'DAY
L 00
2, 00
:J.OO
4 00
~" 00
6.00
7. 00
e. oo
9.00
_!0. 00
!1. 00
1;:;::. 00
13.00
t4.QQ
'!5 00
16.00
17 00
19. co
20 00
21.00
2:2.00
2:3. 00
MAX!MUH NO DAYS DRA~DGWN TO MAX 01) DRA;..'DOWN 0 00 0
0. 00 0
o.-co 0
0, 00 0
0.00 0
O.O::r! 14
0.06 20
0. 11 22
0. 17
.Q, 22
o. 29 31
0.37 32
0. 56 104
0.91 :!06
1.07 109
l. 34 118
l. 64 1.20
:.97 128
2. 38 142
2. 82 144
3.28
3. 75
4.~4 162
t..:Q OF DAYS :DRAWDOWN EXCEEDS <H)
0. 0 0. 2 0. 4 0.6 0. 3 1.0 1.2 4 1. b !. 8 2. 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 c 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 c 0 0 0
21 0 0 0 0 0 0 0 0 0
21 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
31 0 0 0 0 0 0 0 0 0
67 4 0 0 0 0 0 0 0 0
80 .. .. 0 0 0 0 0 0 0 0 0
96 20 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
t.20 68 33 19 0 0 0 0 0 0
[30 77 30 0 0 0 0 0
142 104 87 72 22 14 0 0 0
147 110 65 33 25 1.7 2 0 0
162 l1i 63 29 12 0
179 126 112 !.01 91 32
:.at 149 136 109 100 91 82 70 so 37 30 .. 184 1 ~= 142 131 91 83 75 58
187 l.62 147 !37 129 11 ~ 95 85 76
193 16a 14.3 128 121 115 !09 92 so
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PROGRA.l-! Vl'.P.YlWP .FO.R
C DC~EY CAMP POOL - XATHERINE TOWN WATER SUPPLY c C THIS PROGRAM USES A DAILY TI~E STEP AND IS OESI~NED C PRIMARILY FOR THE ANALYSIS OF RECESSION FLOWS C OURINQ THE DRY SEASON( JUNE 7C DEC£MEER)
C lNPUT FILES REQUIRED ARE: C 1. CAlLY INFLOW DATA FROM SEVENTEEN MILE CREEK C QSB140l~q,
C ~.OA!LY INFLOW DATA FROH KATHERINE QDRQ€ C QSSI40019 C THESE ~ILES MAY B£ OBTAINED BY THE USE OF THE C PRO~RAM DONKSORT c C 7HE PROGRAM INCORPORATES STCRAQE FROM UPSTREAM POOLS 1~2 & 3 C ABOVE THE!R CTF LEVELS AND A 1 METRE WElR AT DONKEY CAHP POOL. c C OUTPUT ~lUES PRODUCED ARE; C 1. SUMMARY FILE CONTAININa MAXIMUM DRAWDOWN, NO. OF OAYS C TO MAX DRAWDOWN AND NO. OF DAYS DRA~OOWN CXCEEDS 0.0 TO ~.0 C METRES !N !NCREMENTS OF 0. 2 FOR PVMP RATES ~ROM ! ML/DAY C TO A MAX!.i"'!L1M DRA~·IDOWN t.H1IT ASCERTAINED BY THE POOL.. c C 2. DAILY OUT?UT PILE WHICH STATES FOR THE OlVEN PUMPRATE C THE DRAWOOWN AND SPILL F~ EACH DAY FROM .JUNE TO DECEMBER c C THE SUHMAFI:Y FiLE WILL COf'JTAIN THE RESULTS FROM ALL. PUMPRATES C SPECIFIED BY THE VSER, HOWEVER FOR THE OAILY OUTPUT FILE A NEW ~ VERSION IS CREATED FOR EACH SPECIFIED PUMPRATE.
INTEGER
RE~L H..ITEGER REAL REAL REAL
FSVQL, !NV~~PU~Pt NQO,NO~,NQ4,N06.NCS.NlO,Nl2•Nt4.Nl6.N1S,N20 SPILL{50),FL17MILE(~O),FLQORQE(50)
vt:!L1 CO: 50>, OUTFL ( e;o), DRAW {8, 50}, PUMP (50) !'!A "X DRAW
CHARACTER•3 Cl-IARACTER'il-19 CHARACTER• I
I"L">>THC7) I~ILEI, IFILE2.!Fl~3.CFI~1.CFIL~ ANSWER
DATA DATA
NDMf~0.3t.31.30o31,30.31/
MNTH/'.JUN', '.JVL', ~AUQ:', ~sEP'• 'OCT', 'NOV', 'DEC;/
C SPECIFY INPUT FILE NAMES
~P..!7EtO,S)
B F-ORMAT{ 'S',:2X, 'TYPE IN OAIL.Y !NFLO:W DATA FILENAME FOR 17 MILE: ',1) READ(e, 101 IFILE2 CPENCUNii-4.NAME•ZF1LE2rS7ATUSz'OLD'>
WRITE< .it, :n 3 FORMAT! '$',2X, 'TYPt:: IN DAII..Y INFLOW DATA FILENAME FOR Q:OR~E; •, /}
Re:AO< 5, 10} !~ILE'3 OP£N<UNI7a?,NAME•IFILE3#STATUS•~ULD')
10 FORMAT(A!S)
7001
7009
7002
700~
100.
ioiR.IT!HC, 7~2) FORMATC 'S', ~X, 'TYPE IN DA!LY OUTPUT F!LENAME: '• n "REA0(!5, 10)0F!!.El
l.lF:::I T~ I c,, 7'920) F"ORMAi< ''S',2X, 'TYPE !N SUHHARY·OUTFUT FiLENAME: •,n RE~0<~·10}0FlL.£2
-..,'R.!TE:ro, 7001) FORMAT I IX, 'THE FOLLO~INQ VALUES ARE REQUIRED AS INPUT',//)
WRITE( b, 700S} FORMAT( ·s·,2:t, '!NPUT FULl.. SLPPLY V"OLUME IN Mt.: READ<~. •) FSVCL
WR!TE(-b, 7002) FO~MAT( ''!J', :ZX, 'INPUT INITIAl- !"COl- \IOL.UME IN f'CJ...~ READ ( 5, -.) !NVOL
WR.!T£(0,700:,) FDR:HAT! •-.;, ;;!X, 'INPUT PUt1PAQE VOLUME IN I'lL: ~.I) READ(~•*lPUt1Pl
WR:li"E(O, 700~1 FC~MAT\ 's~, 2X, "INPVT YEAR OF N'tALYSIS: .. /) READC':I. •)¥£Aft
. ' 1,
•' I l
Technical Report WRD90028
Viewed at 15:07:34 on 29/07/2010 Page 28 of 33.
23
C HEADINQB FOR SUMMARY OUTPUT F!LE.
0PENtVNlT•1~.NAME•OF!LE:,sTATU5-'NEW~} WRITEtl!),3Q)
~0 f"ORMATt" ",.:i')(, 'KATf-F-RINE RIWR WATE:fi! '• ~ 'SUPPLY-DONKEY CAMP POOL ... //)
WRITE{1,,~lYEAR
~2 FORMAT( ~ •, :i!X, "YEAR: ',r4.tn WRITECI:i,33)
~3 FORMAT( • r, 2X, ·PUMP lN(; RATE .I"'A.X!:MUM '' + 'NO DAYS NO OF CAYS DRAWOOWN EXCEEDS~,
WRIT£(1~,34)
~4 POFIHAT ( 1 ~ • .5X. '1'1L/DAY ORAWDOWN ro MAX') WR tTE 0. S, 3-' >
30 FORMAT< I ' , lSX, '<M> ORAI·JCOWN 0.0 0.:! 0.4 ' ' + 0 .• o.a 1.0 1. 2 1.4 1." 1. " _:z_ 0,'
C HEAOINQS FOR DAILY CUTPtJT FILENAME
"i'Ol;;;!
7711
9000
9010
OPEN(UNIT•to.NAME•OFiLEloSTATUS•'NEW'1 WRITEC1Q,771l) FCf!M:AT< • ',2X, 'XATHERINE: P.I\.£R WATER SUPPLY- DONKEY CAMP POOL',//) ~RIT£< 16, 8000l FORMAT ( ' ~, 2::c 'YEAR', tO X, '"MAX STORAGE', lOX. 'PUMP RATE,.) WRZTE!t6,90!0) YEAR,FSYOL,PUMPl FORMAT< J ~, :JX, 14, l2X.F6. 1. 1:5X,F',. 2, //) WlHTE( to, ~4111 l
249 FORMAT\~ ',lOX, 'DATE', llX. "DRAW DOWN", l:;;!X, 'SPILl.."'} WRii"E(l¢,,~!51~
2~1 F-ORMAT(' ',;:ex, '(m)~,17!<, '0'1 ... )',/)
C START INTEJ'IACTI'.JE f'ROCESS C NOH !S AN ARRAY WITH TP£ NO. OF DAYS lN EACH MONTH C CUTFL{~J} IS THE VOLUME OF WATER WHICH FLOWS INTC DON~EV CAMP C POOL ~ROM 17MILE CREEK ~ THE QOR~E ON DAY ~J C VOLl IS TI-£ TOTAL VOLUME IN DONKEY CAMF' POOL INCLUDINO THE C VC' ..... UME ABOVE C TF LEVEL OF POOLS 1 , 2 ;: 3 C DRAW ~ DRAWOCWN IN METRES ME~SURED FROM THE FULL SUPPLY LEVEL C MAXDRAW • MAXIMUM DRAWDO~N LEVEL c C DAILY POOL VOLUME, DRAWDOWN AND SP!LL ARE CALCULAT£0, AS~ AS C THE HAX!HJM Dfi:AWDOWN FOR Tf-£ Pt.JMPRATE.
c
1~0
VOLUO}•!NVOL
l"lAXDRAW•-5.0
DO 40!i MCNT•l, 7 ~AB•NOHtMCNT) ~EA0\4,*} (FL17MILECJJl,JJ•l,NAB) REA0<7,•J tF~QORQE<~~),JJ•l.NAB)
DO 1~0 .JJ•t,NA:S DUTFL<JJl=(l. 184•<FL17M!LE\JU)+FLGORGECJJ))-Q,209>•66. 4 VOLl '> JJ) •VCJ...l. ~ .J..J-1 )+OUTFL ~ J.J)-PUMP 1 !F (VQLl{JJ) QE.FSVOLl THEN SPILL<JJ)~0Ll(J~)-F5VOL
va;_ l { .;.; ) •FSVQL )RAW(MCr~.VV}:O.OO
E:LSE !F < VCLl ( JJ). L T, FSVCL. ,AN.Q_ VOL 1 (.)J) QT. 1"'41. 4 l THEN ~RA~<MCNT,JJl~3. 6239-0. 00230~•VCL1(J~} S? !LL. U ... ll•O 00
ELSE IF {\lOLl C JJ l. LE. 1441. 4-. AND. VOLl t..JJ L QT, 136Q. 'J THEN DRAWCMCNT, .. h.D•4. 148:54-0. 000267*'VOLU~ •• H SPtLL\J, . .1l•O. 00
ELSE !F !VOL!{.JJt. LE. 1366. '' THEN DRA~fMC~I • .J~)•4.b-C.C03*VOL1(JJ) 5P ILL{JJ>•O. 00
£ND!F lF<DRAW{MC~T.~J~.GE.MAXDRA~i MAXDRAW•DRAW{~~NT.JJ)
WRZT£ RESlLTS FOR DAY TO DAILY OUTPUT FILE
WP.!iE<16.~1)MNTH(HCNT),JJ,Y£AR,DRAW{MCNT,.)~).SPILLt..J~)
FORMAT(~ ~.!IX.A:J,,2X, I.2,;2X, !.4o7X.F7.;;;:,14XoF8.:!)
CONTINVE
CONTINUE
Technical Report WRD90028
Viewed at 15:07:34 on 29/07/2010 Page 29 of 33.
.•
24
C CA~CULAT!ONS FOR SUMMARY FILE c C MODO • NO~ OF DAYS FROM CTF TO MAXDRAW C MAXD • NO. OF DAYS TO MAXlMUH DRAWDOWN c C OBTAINING NO OF DAYS TO MAXDRAW AFTER CTF AND C NO OF DAYS DRAWOOWN EXCEEDS SET LEVELS
6010 6000
c
+ ~0
c c
~O!:J
t;l017
"9014
707~
1?'00:5
MDDt> • 0 NOO-o N0.2•"0 N04-0 N06•-Q NOS•O N!OaO N1<0!.0 N14-Q N16•0 N!B.O N:i!O•O
DO 6000 MCNT•lo7 NAB-NDM<f'1CNT) DO 6010 ..J.Joo-1, NAB IFtDRA~(MCNT.JJ). QE. 0- OO,)THEN !F<DP.AWiH.CNT, .J.J). GE. 0. 00~) i"DO-NOO+t IF<DRAW~f'1CNT.~J).OT. 0.~) N02-N02+1 IFtORA\.HMCNT, .J,J). QT. 0. 4) N04-N04+1 IF(ORAWO"fCNT, .J,J), QT. 0, 6) N06-NOb+l IF'UlRAW{f'!CNT,.J.J). QT. 0. 13) N09-N09+1 !F(DP.A~{MCNf,.JJ).QT. 1. 0) N1~Nl0+1 IF(DRAWCMCNT,.JJLOT. 1- ~) N12-N1~+1
IF<DRAI-HMCNT,,JJ).-Q-T. 1. 4} N14-N14+1 IF~DRAWCMCNT,.J.Jl.GT. 1. 6} Nlo-N16+1 IF{DRAW<I''lC.'''4T,.J.J)_ QT. L 9} Nl9-N19+1 !FCDRAW{HCNT,JJ).GT.~. 0) N~o-N20+1 lF(ORAW<HCNT.~Jl.QE.MAXDRAW) MAXD•MODD+i MDOD•i"!ODD+l ELSE ~1DOD•O
END IF CONTINUE: CONTINUE
WRITE RESt.t.. TS TO SliMHARV FILE
WRITE(1~.40)PUHP~,HAXDRAWoMAXD,NOO.NC2.N04.N06.NOS,N10,Nl2.N14, NH.,,NtS.N20
FORMAT C ~ '• 4X, Fl5. ,;:!, !5X, FS. :i2, 7X, !3, SX, tl ( I:J, ~.'(), /)
SC!i!EEN OUTPUT OF MAXlM\.'M ORAWDOWN RESULTS O?TION ~I\of::N OF 5ETTI~ A N€'W PUf"'.PRATE
WR!TEt6.9013JMAXDRAW FORMAT<' '.~X. 'MAXIMUM ORAWOOWN !S',FB.~. 'm!!t'T'•s"} WRITE(6,9017)MAXD FORMAH' ·.~X. 'TIM£ FROM CTF' TO MAX DRAWOOloiN 15 ',!4, ~DAYS') WRITE(6, 901.4) FOHMAT( '"S",:2X, 7 IS A NE~ ?UH? RA"TE REQUIRED, Y OR N1'*} ReADt5, 7672JAN5WER FORMAn A!} IF<ANSWEE. EQ. 'N '.OR. ANSWER. E'Q, '"n') GO TO 919!
CLCSE(UNIT•16,STATUS•'SAVE~l CLOSE(UNIT•4.S7ATUS•'SAVE') CLCS£(UNIT•7~STATU8-'SAVE'}
WRITE(.Q, 1700~) FORMAT{'.,',2X, 'INPUT ?VMPAQE VOL1J:1E IN ML; ',/} READ t .!. *)PUMP 1
OPEN<UNIT-4oNAME•IFILE~.STATUS•'OLO'/ DPEN<UNIT•7,NAME•IF!L£~,STATUS•'CL0')
~0 TO 901:::!:
Technical Report WRD90028
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25
Run Example of Program VARYIWP.FOR
$RUN VARYIWP TYPE IN DAILY INFLOW DATA FILENAME: FOR 17 M!L~.
17M70. OAT
TYP£ rN OA!LY INFLOW DATA F!LS~AME FOR ~QRGE:
GORGE70.DAT
TY?S .iN DAlLY OUTPVT F!LE.t\JAME:
\11WP70.QUT
TYPE !N SUMMARY OUTPUT FILENAME;
S\i1W?70.0UT
THE FOLLOWING VALUES ARE REQJ..HRED AS !NPVT
!NPUT FULL SU?PL.Y VOLUME IN ML:
1571. :;.
INP 1.JT IN!T!AL ?COL VC:..UME IN ML;
1571.. s
IN?IJT P1..JMPAGE VCLUME !N ML;
7.00
! NF" UT YEAR OF .ANAL YS ! S ~
19i0
MAXrMUM D~AWDOWN IS 0.66met~~9 TZME FROM CTF TO MAX DRAWCOWN IS 81DAYS
!S A NEt.J PUMP RATE REG:UIREi), Y CR N"?
'{
INPUT ?VM?AGE VOLUME !N ML.
10, 0
M~XIMUM DRAWDCWN !5 1, ~~me~~es liME FROM CTF TO MAX DRAWDOWN' IS 97DAYS
IS A NE"...I PUMP RATE RE·JU!RED, Y OR N?
N
Technical Report WRD90028
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26
DAILY OUTPUT FILE FROM VARYlWP~FGR: V1WP70.0UT
~ATHER!NE R!~ER WATER SUPP~Y - DONKEY CAMP POOL
YEAR """ STORACE PIJI1P RATE 1'9'70 1~71.~ 10. 00
DAt£ DRAW OOWN SPI!..L.
'"'' (11\..l
JUN 1 l-c;'70 0. 00 9. 79 JUN " 1970 0. 00 a. 77 ,'UN 0 1~70 0. OQ a. 77 ~UN 4 lq70 0. co 8. 77
""" " 1970 0. 00 8.77 .'UN • 1970 0. 00 a. 77 ..JUN 7 1'?70 0. co 7. 7" •'UN a l'i'70 0.00 6. 7:!! • 'UN • l'no 0.00 o.n •• /'LiN 10 1970 o.co =-- 70 .'UN !l 1970 0.00 '· 70 JUN 12 1'970 0.00 6.7:! -JUN !0 lt'li"'O 0. 00 6.72 ,)UN ,. l '970 o.oo o. n JUN !!! !970 0.00 o. n JUN 16 1970 0.00 ~- 70 ,..'UN 17 ::,.'970 0.00 ,_ 70
,JUN 19 !970 0. 00 ~.bEl
,Jl.JN ,. 1970 0. 00 ".68 "'JN 00 !'970 0.00 ~- 70 ,JUN '" !.970 0. 00 ~- 70 .'UN 02 !970 0. 00 :::.70 .UN 00 !970 0. 00 4.QS ~UN 24 !'9'70 c. 00 3. b~ .;t.JN <5 !970 o.ao • • •• v'UN ,. 1 '970 O.CO ..... 68 ~ <7 ~970 0.00 0 •• JUN 29 t 'Y-70 0.'00 ~-b' ,JUN
·~ !970 0. 00 ~.4::3
.)TJN 30 1970 0. 00 2.e~
.)!JL 1 !970 a. oo ~-6~
o'UL , 1~70 Q, 00 3. 6~
•VL ~ !'970 0. 00 2. 6:3 vUL 4 1970 0. 00 ;!, lil::::i v'Ul. " tO?O 0. co ~. 6:3 -'UL " ~970 0. 00 :1.63 •'UL 7 ! 970 0.00 :;3. 6!5-,JL'!.. s ! 910 o.co :J. 6!5-..:uL ~ lc;7o 0. co ~. 6:3 .JUL !0 1970 o-.oo ::i!.C::::i .JUL. 1! !970 0.00 1. b! v'UL 1~ 1970 0. 00 !. 61 -JUL 1.3 1 '970 0.00 2. ~3 .'UL 14 1970 0. co ~.b::J
.;t.JL ,. !970 0. 00 :1 . .0~ v'UL ,. 1970 0. 00 ~.6:1
JUL !7 1<=7'70 0. 00 2.-!>::J v'UL !B :1'970 0. 00 02. 63 ...:UL !~ 1970 0.00 2. 03 .'UL 0:0 1970 0, 00 L bl
"'\JL -· ~. 1'970 0. 00 .... 61 •UL ~ !'i'70 0. 00 0. ~'T .)!JL 23 1970 0. 00 L 61 •UL .. !<;170 0.00 L 01
~~.continues to Dece!!lber 31
SV1WP70 .OUT
KAit-ERlNE :RIVER loMTER St.,1PPt..Y-OC*EY CNP POOL
YEAR: 1'?70
PVHPINC RATE l'1AX!I1UI"t NO D~VS NO CF DAYS DRAWDOWN EXCEEDS HI..../ DAY ORAWCOioiN TO MAX
"" DRAWDOWN o. 0 0.2 0.~ O.b 0 .• 1. 0 1.2 1.-4 1.. 1 .• ::.o 7.00 o ..... ., 82 ~· 22 • 0 0 0 0 0 0 0
10. 00 1. ·~ q7 •• 70 04 4l1 21 20 15 7 0 0 0
Technical Report WRD90028
Viewed at 15:07:34 on 29/07/2010 Page 32 of 33.
'
EXAMPLE RUN OF PROGRAM DUMPFOR
:'71"',,:.€;_ DMT
;y:::;-s !l'¥ If,!,!.:....'{ lN::"LQJ..: D,;T.c. '"lt..E"Nt=~o.M= FJf. GORG.::;
:;·Jn.G:::..:.S ;)A i
27
!NPUT H:S:IGKT O.= \..•::0::2 Or' ~DC'.. "" n~ M:::::7R~S\! .. !MZ"T o~ 0 .:: M)
( !
~ (•
HJ0 U";" DRA>J::i~WN '...!!"i!T U1ETR:S; AT D-31~;.\EV CAM.r:: ='OF· DUt~=-II'J( • .0= 'JPSTREAM POO:..S tMEASURi::D i='ROM TOF QF WE!RI:
Technical Report WRD90028
Viewed at 15:07:34 on 29/07/2010 Page 33 of 33.
28
OUTPUr FROM EXAMPLE RUN OF PROGRAM DUMP.FOR
~,~'!'!? tN~ ;;;:..TE 1""-.---r,:.,-,
4 /X·
; 0(-
• oc
lC OC
!l. 00.
14. 00
1£. oc
::.9. 00
l'f.:.X: f"iU:O. Cl'iAio;()OO,lf,
'.Ml
~.00
coo
C. OC
c. 00
0. ~-
c. 41
0 ,.
·- .:.o
l. s;;:
E7
~·:: ;:.A."'$ -:-:::; i"f,;,)(
'
a:
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'
0
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': 0
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0 0
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0 0
c ' 0
0 c 0
0 0 0
0
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c 0 0
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so
•• 90
10;2 •• 77
S9 S!
96 79 •• ss ..
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97
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