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APPENDIX A
GREYBULL RIVER OUTPUT FILE EXAMPLE
=====================================================================================================
=====================================================================================================
========================
GREYBULL RIVER 1992 RUN 11
=====================================================================================================
=====================================================================================================
========================
PROPERTIES AND CHARACTERISTICS OF MODEL RUN
------------------------------------------------------
BEGINNING DATE
7/17/1992
ENDING DATE
7/31/1992
OBJECTIVES ARE TO COMPUTE - FOR EACH REACH
1) DOWNSTREAM HYDROGRAPH
2) BANK STORAGE DISCHARGE HYDROGRAPH
LENGTH OF TIME STEP (HOURS)
8.0
NUMBER OF REACHES IN THIS RUN
2
NUMBER OF UPSTREAM REACHES
0
BASE FLOW AT UPSTREAM STATION (CFS)
.0
0
UPSTREAM STATION DATA
RATING TABLE
---------------------
------------
STAGE
DISCHARGE
3.00
450.00
3.10
500.00
3.20
550.00
3.30
604.00
3.40
658.00
3.50
715.00
3.60
780.00
3.70
847.00
3.80
918.00
3.90
990.00
4.00
1065.00
4.10
1142.00
4.20
1221.00
4.30
1303.00
4.40
1388.00
-----------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------
------------------
GREYBULL RIVER 1992 FROM MYER DITCH TO FARMERS AND BENCH
(REACH NO. 1)
-----------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------
------------------
PROPERTIES AND CHARACTERISTICS OF REACH
------------------------------------------------
LENGTH OF CHANNEL (MILES)
14.6
LENGTH OF ALLUVIUM (MILES)
11.5
TRAVEL TIME (ESTIMATED HOURS)
4.0
TRAVEL TIME TO BEGINNING OF RESPONSE (HOURS)
5.6 Cumulative from start of first reach = .23
DAYS
TRAVEL TIME TO CENTER OF RESPONSE (HOURS)
8.3
TRAVEL TIME BETWEEN BREAKS IN HYDROGRAPHS (HOURS)
6.9
NUMBER OF SUBREACHES USED IN COMPUTATIONS
1
TRANSMISSIVITY OF AQUIFER (SQ.FT./DAY)
14000.0
STORAGE COEFFICIENT OF AQUIFER (CU.FT./CU.FT.)
.45
AQUIFER IS ASSUMED TO BE 1000. (FT) WIDE
(STREAM TO BOUNDARY)
CASE 2
SOIL RETENTION FACTOR
.00
BASE FLOW AT DOWNSTREAM STATION
50.0
MINIMUM EXPECTED DISCHARGE TO BE ROUTED
50.0
MAXIMUM EXPECTED DISCHARGE TO BE ROUTED
3000.0
CELERITY AND DISPERSION RATING TABLE W.
CELERITY DISCHARGE DISP. COEF. DISCHARGE
2.00 50.0 235.0 50.0
3.45 300.0 890.0 300.0
3.50 600.0 1675.0 600.0
3.55 900.0 2460.0 900.0
3.60 1200.0 3245.0 1200.0
3.65 1500.0 4030.0 1500.0
3.70 1800.0 4815.0 1800.0
3.75 2100.0 5600.0 2100.0
FAMILY OF FLOW ROUTING UNIT-RESPONSE FUNCTIONS
NO. W. CELERITY DISP.COEF TRAVEL TIME
DISCHARGE ORDINATES
FT/SEC SQ FT/SEC TIME STEPS CU
FT/SEC
1 2.00 235.0 1
1525.0 1) .6617 2) .3383
2 3.90 7955.0 0
3000.0 1) .3172 2) .6793 3) .0034
STREAM-AQUIFER UNIT-RESPONSE FUNCTION
NOTE: THIS RESPONSE FUNCTION (EXPONENTIAL
DECAY TYPE IS EVALUATED FOR 18.5 HALF-LIVES.
IT HAS 45 ORDINATES.
1) -.007835 2) -.004524 3) -.003504 4) -.002961
5) -.002612 6) -.002362 7) -.002173 8) -.002023 9) -.001900
10) -.001797 11) -.001709 12) -.001633 13) -.001566 14) -.001505
15) -.001451 16) -.001402 17) -.001356 18) -.001314, 19) -.001274
20) -.001237 21) -.001201 22) -.001168 23) -.001136 24) -.001105
25) -.001076 26) -.001047 27) -.001020 28) -.000993 29) -.000967
30) -.000942 31) -.000918 32) -.000895 33) -.000872 34) -.00085
35) -.000828 36) -.000807 37) -.000786 38) -.000766 39) -.000747
40) -.000728 41) -.000710 42) -.000692 43) -.000674 44) -.000657
45) -.000641
0
DOWNSTREAM STATION DATA
RATING TABLE
---------------------------
-------------
STAGE
DISCHARGE
9.30
549.00
9.40
600.00
9.50
654.00
9.60
713.00
9.70
776.00
9.80
844.00
9.90
917.00
10.00
996.00
10.10
1081.00
10.20
1172.00
10.30
1269.00
10.40
1374.00
10.50
1486.00
10.60
1606.00
10.70
1735.00
10.80
1872.00
10.90
2019.00
1
0 SUMMARY OF ITERATION DATA FOR ROUTING OPTION
------------------------------------------------------
CHANGES BETWEEN ITERATIONS VOLUMES AT END OF ITERATION
-----------------------------------------------------------------------------
---------------------------------------------------
ITERATION MAXIMUM CHANGE ABSOLUTE CHANGE
NET VOLUME VOLUME OF FLOW
NO. IN IN
OF AT
BANK STORAGE DISCHARGE BANK STORAGE VOLUME
BANK STORAGE DOWNSTREAM STATION
(CFS) (CFS - DAYS)
(CFS - DAYS) (CFS - DAYS)
0 1 78.1 273.
-191. 10960.
0 2 4.4 13.
-189. 10961.
0 3 .4 1.
-189. 10961.
CLOSURE WAS OBTAINED AFTER 3 ITERATIONS
CRITERIA FOR CLOSURE 1.0 CFS
GREATEST CHANGE IN LAST ITERATION .4 CFS
BANK STORAGE DISCHARGE AFFECTED DOWNSTREAM ROUTED DISCHARGE 1 TIME STEPS LATER.
----------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------
-----------
REACH NO. 1: BEGINS AT GAGING STATION 0000001
GREYBULL RIVER BELOW MEETEETSEE, WYOMING
ENDS AT GAGING STATION 000002
ARNOLD DITCH
TOTAL STUDY PERIOD: BEGINS 7/17/1992
ENDS 7/31/1992
------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------
----------
0
................................................................................................
................................................................................................
..........
THIS SIMULATION PERIOD BEGINS 7/17/1992 AND ENDS 7/31/1992
...............................................................................................
...............................................................................................
..........
0
SUMMARY OF STREAMFLOW DIVERSIONS AND DEPLETIONS
----------------------------------------------------------------------------------
DISTANCE FROM STREAM
DISCHARGE STARTING DAY ENDING DAY
FEET
CFS NUMBER OF DAY FROM BEGINNING OF MODEL RUN
.00
-.10 1 1
.00
-6.40 2 2
.00
-8.60 3 3
.00
-14.70 4 4
.00
-3.40 5 5
.00
-3.80 6 6
.00
-1.80 7 7
.00
-6.10 8 8
.00
-11.50 9 9
.00
-7.60 10 10
.00
-11.60 11 11
.00
-13.70 12 12
.00
-17.70 13 13
.00
-37.00 14 14
.00
-48.40 15 15
0
SUMMARY OF DATA AND RESULTS
---------------------------
OBSERVED PREDICTED
DOWNST. Q W/O BANK DIVERSIONS
CHANGE
UPSTREAM DOWNSTREAM DOWNSTREAM
BANK STORAGE STORAGE AND UPSTREAM
DOWNSTREAM IN
DATE TIME DISCHARGE DISCHARGE DISCHARGE
AND LOSSES DISCHARGE DEPLETIONS STAGE STAGE
STAGE
7/17/1992 800 676.00 .00 49.90
50.00 -8.48 -.10 3.43 8.32
.05
7/17/1992 1600 659.00 .00 488.72
497.29 -49.89 -.10 3.40 9.18
.29
7/17/1992 2400 614.00 .00 664.76
714.75 -36.45 -.10 3.32 9.52
.04
7/18/1992 800 654.00 .00 636.38
679.22 -26.36 -6.40 3.39 9.47
-.01
7/18/1992 1600 638.00 .00 657.71
690.47 -25.75 -6.40 3.36 9.51
.02
7/18/1992 2400 604.00 .00 661.27
693.41 -16.85 -6.40 3.30 9.51
-.03
7/19/1992 800 638.00 .00 640.05
665.50 -15.95 -8.60 3.36 9.47
-.00
7/19/1992 1600 635.00 .00 651.94
676.50 -18.70 -8.60 3.36 9.50
.02
7/19/1992 2400 809.00 .00 658.71
686.01 -33.54 -8.60 3.64 9.51
.11
7/20/1992 800 1176.00 .00 751.89
800.13 -75.03 -14.70 4.14 9.66
.32
7/20/1992 1600 892.00 .00 1012.11
1101.83 -66.51 -14.70 3.76 10.02
.10
7/20/1992 2400 957.00 .00 956.88
1038.08 -37.02 -14.70 3.85 9.95
-.09
7/21/1992 800 1127.00 .00 944.59
985.01 -53.33 -3.40 4.08 9.93
.11
7/21/1992 1600 1004.00 .00 1062.76
1119.48 -50.59 -3.40 3.92 10.08
.05
7/21/1992 2400 919.00 .00 1041.62
1095.61 -27.93 -3.40 3.80 10.05
-.10
7/22/1992 800 932.00 .00 966.02
997.76 -22.37 -3.80 3.82 9.96
-.05
7/22/1992 1600 867.00 .00 951.43
977.60 -19.67 -3.80 3.73 9.94
-.03
7/22/1992 2400 818.00 .00 915.52
938.99 -11.46 -3.80 3.66 9.90
-.07
7/23/1992 800 893.00 .00 871.32
884.58 -16.53 -1.80 3.76 9.84
.00
7/23/1992 1600 849.00 .00 899.29
917.63 -20.20 -1.80 3.70 9.88
.02
7/23/1992 2400 801.00 .00 891.88
913.89 -11.42 -1.80 3.63 9.87
-.05
7/24/1992 800 822.00 .00 849.72
867.24 -10.39 -6.10 3.66 9.81
-.02
7/24/1992 1600 781.00 .00 848.40
864.90 -10.27 -6.10 3.60 9.81
-.02
7/24/1992 2400 720.00 .00 828.50
844.87 -1.89 -6.10 3.51 9.78
-.06
7/25/1992 800 732.00 .00 777.25
790.64 -.13 -11.50 3.53 9.70
-.04 7/25/1992 1600 713.00 .00 766.31
777.94 -2.57 -11.50 3.50 9.68
-.01
7/25/1992 2400 702.00 .00 755.36
769.43 -1.75 -11.50 3.48 9.67
-.02
7/26/1992 800 720.00 .00 746.37
755.72 -4.32 -7.60 3.51 9.65
.00
7/26/1992 1600 686.00 .00 751.99
763.91 -3.52 -7.60 3.45 9.66
-.01
7/26/1992 2400 627.00 .00 736.38
747.50 5.44 -7.60 3.34 9.64
-.07
7/27/1992 800 638.00 .00 690.80
696.96 7.49 -11.60 3.36 9.56
-.04
7/27/1992 1600 636.00 .00 680.17
684.28 3.13 -11.60 3.36 9.54
-.00
7/27/1992 2400 578.00 .00 678.20
686.68 8.11 -11.60 3.25 9.54
-.04
7/28/1992 800 594.00 .00 642.03
647.62 10.11 -13.70 3.28 9.48
-.04
7/28/1992 1600 593.00 .00 635.00
638.59 5.46 -13.70 3.28 9.46
.00
7/28/1992 2400 550.00 .00 635.10
643.34 9.19 -13.70 3.20 9.46
.03
7/29/1992 800 566.00 .00 606.04
614.55 10.23 -17.70 3.23 9.41
-.03
7/29/1992 1600 607.00 .00 603.12
610.59 1.54 -17.70 3.31 9.41
.04
7/29/1992 2400 586.00 .00 626.97
643.13 .78 -17.70 3.27 9.45
.01
7/30/1992 800 600.00 .00 606.89
643.10 2.95 -37.00 3.29 9.41
-.01
7/30/1992 1600 614.00 .00 611.21
645.26 -.80 -37.00 3.32 9.42
.02
7/30/1992 2400 577.00 .00 621.46
659.26 3.04 -37.00 3.25 9.44
-.02
7/31/1992 800 593.00 .00 594.16
639.52 5.42 -48.40 3.28 9.39
-.02
7/31/1992 1600 641.00 .00 594.61
637.59 -3.06 -48.40 3.37 9.39
.04
7/31/1992 2400 .00 .00 623.30
674.76 42.50 -48.40 2.10 9.44
-.28
------- ------- -------
------- ------- -------
COLUMN TOTALS:
+ 32038.00 34071.14 32884.10
34071.14 -567.34 -577.20
OFOOTNOTE: * DOWNSTREAM DISCHARGE IS LESS THAN SPECIFIED MINIMUM FLOW.
THIS MAY BE CAUSED BY THE MODEL WHEN A SHARP RISE IN STAGE OCCURS.
OR
THIS MAY ALSO BE CAUSED BY A HIGH DIVERSION OR DEPLETION.
** DIVERSIONS AND DEPLETIONS WERE REDUCED TO PREVENT NEGATIVE FLOW AT ONSET.
DOWNSTREAM DISCHARGES SHOWN RESULT FROM BANK STORAGE.
1 VOLUME OF FLOW (CFS-DAYS)
---------------------------
UPSTREAM STATION REACH
DOWNSTREAM STATION
-----------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------
-----------------------
O TOTAL 10679.33
TOTAL (W/O BANK STORAGE + LOSSES)
11357.05
TOTAL (W/ BANK STORAGE + LOSSES)
10961.37
BASE FLOW .00
BASE FLOW
750.00
RELEASE OR FLOOD 10679.33 STREAMFLOW LOSS OR GAIN
-381.51 RELEASE OR FLOOD
10211.37
------------------------------------------------------------------
BANK STORAGE:
FLOW FROM STREAM
227.58
STORED IN AQUIFER
189.11
LOST TO SOIL
.00
RETURNED TO STREAM
38.46
NET BANK STORAGE DISCHARGE
-189.11
DIVERSIONS AND WELL LOSSES
-192.40
FIRST REACH RELEASE OR FLOOD VOLUME
= 10679.3 CFS-DAYS
WELL LOSS, CUMULATIVE FROM FIRST REACH
= .00 CFS-DAYS
CUMULATIVE TOTAL LOSS = -381.51 CFS-DAYS
CUMULATIVE LOSS EXCLUDING WELL LOSS = -381.51
CFS-DAYS = -3.57 PERCENT OF FIRST-REACH RELEASE OR FLOOD VOLUME
NOTE: UNLESS STATED OTHERWISE
(-) INDICATES FLOW FROM STREAM
(+) INDICATES FLOW INTO STREAM
-------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------
----------------
GREYBULL RIVER 1992 FROM ARNOLD
(REACH NO. 2)
-------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------
---------------
PROPERTIES AND CHARACTERISTICS OF REACH
------------------------------------------
LENGTH OF CHANNEL (MILES)
15.4
LENGTH OF ALLUVIUM (MILES)
12.3
TRAVEL TIME (ESTIMATED HOURS)
4.0
TRAVEL TIME TO BEGINNING OF RESPONSE (HOURS)
2.3 Cumulative from start of first reach = .33 DAYS
TRAVEL TIME TO CENTER OF RESPONSE (HOURS)
6.5
TRAVEL TIME BETWEEN BREAKS IN HYDROGRAPHS (HOURS)
4.4
NUMBER OF SUBREACHES USED IN COMPUTATIONS
1
TRANSMISSIVITY OF AQUIFER (SQ.FT./DAY)
14000.0
STORAGE COEFFICIENT OF AQUIFER (CU.FT./CU.FT.)
.45
AQUIFER IS ASSUMED TO BE SEMI-INFINITE
CASE 1
SOIL RETENTION FACTOR
.00
BASE FLOW AT DOWNSTREAM STATION
50.0
MINIMUM EXPECTED DISCHARGE TO BE ROUTED
50.0
MAXIMUM EXPECTED DISCHARGE TO BE ROUTED
3000.0
CELERITY AND DISPERSION RATING TABLE W.
CELERITY DISCHARGE DISP. COEF. DISCHARGE
3.55 50.0 235.0 50.0
3.56 300.0 890.0 300.0
3.57 600.0 1675.0 600.0
3.58 900.0 2460.0 900.0
3.59 1200.0 3245.0 1200.0
3.60 1500.0 4030.0 1500.0
3.61 1800.0 4815.0 1800.0
3.62 2100.0 5600.0 2100.0
FAMILY OF FLOW ROUTING UNIT-RESPONSE FUNCTIONS
NO. W CELERITY DISP.COEF TRAVEL TIME
DISCHARGE ORDINATES
FT/SEC SQ FT/SEC TIME STEPS CU
FT/SEC
1 3.65 7955.0 0
3000.0 1) .2390 2) .7486 3) .0124
STREAM-AQUIFER UNIT-RESPONSE FUNCTION
NOTE: THIS RESPONSE FUNCTION (EXPONENTIAL DECAY TYPE IS EVALUATED
FOR 18.5 HALF-LIVES.
IT HAS 45 ORDINATES.
1) -.007835 2) -.004524 3) -.003504
4) -.002961 5) -.002612 6) -.002362 7) -.002173
8) -.002023 9) -.001900 10) -.001797 11) -.001710
12) -.001634 13) -.001567 14) -.001508 15) -.001455
16) -.001407 17) -.001364 18) -.001324 19) -.001288
20) -.00125 21) -.001224 22 -.001195 23) -.001168
24) -.001143 25) -.001119 26) -.001097 27) -.001076
28) -.001056 29) -.001038 30) -.001020 31) -.001003
32) -.000987 33) -.000972 34) -.000957 35) -.000943
36) -.000930l 37) -.000917 38) -.000905 39) -.000893
40) -.000882 41) -.000871 42) -.000860 43) -.000850
44) -.000840 45) -.000831
DOWNSTREAM STATION DATA
RATING TABLE
-----------------------
------------
STAGE
DISCHARGE
6.50
412.00
6.60
457.00
6.70
506.00
6.80
559.00
6.90
617.00
7.00
681.00
7.10
750.00
7.20
824.00
7.30
905.00
7.40
993.00
7.50
1087.00
7.60
1190.00
7.70
1300.00
7.80
1419.00
7.90
1547.00
8.00
1685.00
8.10
1833.00
8.20
1993.00
1
0 SUMMARY OF ITERATION DATA FOR ROUTING OPTION
------------------------------------------------------
CHANGES BETWEEN ITERATIONS VOLUMES AT END OF ITERATION
-----------------------------------------------------------------------------------------------
-------------------------------------------
ITERATION MAXIMUM CHANGE ABSOLUTE CHANGE
NET VOLUME VOLUME OF FLOW
NO. IN IN
OF AT
BANK STORAGE DISCHARGE BANK STORAGE VOLUME
BANK STORAGE DOWNSTREAM STATION
(CFS) (CFS - DAYS)
(CFS - DAYS) (CFS - DAYS)
0 1 153.2 696.
-696. 9145.
0 2 15.4 22.
-682. 9160.
0 3 1.7 3.
-682. 9159.
0 4 .2 0.
-682. 9159.
CLOSURE WAS OBTAINED AFTER 4 ITERATIONS
CRITERIA FOR CLOSURE 1.0 CFS
GREATEST CHANGE IN LAST ITERATION .2 CFS
BANK STORAGE DISCHARGE AFFECTED DOWNSTREAM ROUTED DISCHARGE 1 TIME STEPS LATER.
----------------------------------------------------------------------------------------------
------------------------------------------------------------
--------------------
REACH NO. 2: BEGINS AT GAGING STATION 000002
ARNOLD DITCH
ENDS AT GAGING STATION 000003
FARMERS AND BENCH CANALS
TOTAL STUDY PERIOD: BEGINS 7/17/1992
ENDS 7/31/1992
-------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------
------------------
0
..........................................................................................
..........................................................................................
..................
THIS SIMULATION PERIOD BEGINS 7/17/1992 AND ENDS 7/31/1992
..........................................................................................
..........................................................................................
..........
0
SUMMARY OF STREAMFLOW DIVERSIONS AND DEPLETIONS
-----------------------------------------------------------------------------
DISTANCE FROM STREAM
DISCHARGE STARTING DAY ENDING DAY
FEET
CFS NUMBER OF DAY FROM BEGINNING OF MODEL RUN
.00
-46-40 1 1
.00
-44.90 2 2
.00
-46.30 3 3
.00
-48.50 4 4
.00
-44.60 5 5
.00
-53.40 6 6
.00
-67.60 7 7
.00
-75.10 8 8
.00
-72.40 9 9
.00
-73.40 10 10
.00
-72.40 11 11
.00
-78.80 12 12
.00
-89.60 13 13
.00
-91.20 14 14
.00
-73.90 15 15
0
SUMMARY OF DATA AND RESULTS
----------------------------------------------------------------------------
OBSERVED PREDICTED
DOWNST. Q W/O BANK DIVERSIONS
CHANGE
UPSTREAM DOWNSTREAM DOWNSTREAM
BANK STORAGE STORAGE AND UPSTREAM
DOWNSTREAM IN
DATE TIME DISCHARGE DISCHARGE DISCHARGE
AND LOSSES DISCHARGE DEPLETIONS STAGE STAGE
STAGE
7/17/1992 800 49.90 .00 3.60
50.00 -29.39 -46.40 8.32 5.59
.18
7/17/1992 1600 488.72 .00 78.37
154.16 -87.92 -46.40 9.18 5.76
.43
7/17/1992 2400 664.76 .00 391.03
525.35 -139.35 -46.40 9.52 6.45
.52
7/18/1992 800 636.38 .00 471.55
655.79 -112.20 -44.90 9.47 6.63
.12
7/18/1992 1600 657.71 .00 484.72
641.83 -90.14 -44.90 9.51 6.66
.02
7/18/1992 2400 661.27 .00 523.26
658.29 -81.33 -44.90 9.51 6.73
.03
7/19/1992 800 640.05 .00 528.52
656.15 -69.39 -46.30 9.47 6.74
-.01
7/19/1992 1600 651.94 .00 527.46
643.16 -63.46 -46.30 9.50 6.74
.00
7/19/1992 2400 658.71 .00 543.65
653.42 -62.90 -46.30 9.51 6.77
.03
7/20/1992 800 751.89 .00 569.50
680.90 -73.82 -48.50 9.66 6.82
.10
7/20/1992 1600 1012.11 .00 690.61
812.93 -100.82 -48.50 10.02 7.01
.23
7/20/1992 2400 956.88 .00 846.36
995.68 -98.45 -48.50 9.95 7.23
.11
7/21/1992 800 944.59 .00 811.58
954.63 -78.56 -44.60 9.93 7.18
-.02
7/21/1992 1600 1062.76 .00 849.82
972.98 -83.16 -44.60 10.08 7.23
.07
7/21/1992 2400 1041.62 .00 928.48
1056.24 -80.38 -44.60 10.05 7.33
.04
7/22/1992 800 966.02 .00 890.03
1023.81 -63.25 -53.40 9.96 7.28
-.05
7/22/1992 1600 951.43 .00 846.83
963.47 -54.80 -53.40 9.94 7.23
-.04
7/22/1992 2400 915.52 .00 834.83
943.03 -49.61 -53.40 9.90 7.21
-.04
7/23/1992 800 871.32 .00 788.19
905.40 -42.64 -67.60 9.84 7.15
-.05
7/23/1992 1600 899.29 .00 768.31
878.55 -44.11 -67.60 9.88 7.12
-.01
7/23/1992 2400 891.88 .00 785.46
897.18 -45.23 -67.60 9.87 7.15
.00
7/24/1992 800 849.72 .00 761.56
881.90 -38.78 -75.10 9.81 7.12
-.03
7/24/1992 1600 848.40 .00 736.05
849.93 -36.15 -75.10 9.81 7.08
-.03
7/24/1992 2400 828.50 .00 732.41
843.66 -34.90 -75.10 9.78 7.07
-.02
7/25/1992 800 777.25 .00 709.20
816.50 -28.38 -72.40 9.70 7.04
-.05
7/25/1992 1600 766.31 .00 674.49
775.27 -25.28 -72.40 9.68 6.99
-.04
7/25/1992 2400 755.36 .00 666.14
763.83 -26.02 -72.40 9.67 6.98
-.02
7/26/1992 800 746.37 .00 653.92
753.35 -25.75 -73.40 9.65 6.96
-.01
7/26/1992 1600 751.99 .00 648.67
747.83 -26.88 -73.40 9.66 6.95
-.00
7/26/1992 2400 736.38 .00 647.90
748.19 -25.70 -73.40 9.64 6.95
-.01
7/27/1992 800 690.80 .00 627.58
725.68 -19.33 -72.40 9.56 6.92
-.05
7/27/1992 1600 680.17 .00 597.10
688.82 -16.47 -72.40 9.54 6.87
-.04
7/27/1992 2400 678.20 .00 590.96
679.83 -17.64 -72.40 9.54 6.86
-.02
7/28/1992 800 642.03 .00 573.15
669.58 -14.15 -78.80 9.48 6.82
-.04
7/28/1992 1600 635.00 .00 547.85
640.80 -12.32 -78.80 9.46 6.78
7/28/1992 2400 635.10 .00 543.98
635.11 -13.57 -78.80 9.46 6.77
-.01
7/29/1992 800 606.04 .00 524.98
628.15 -10.74 -89.60 9.41 6.74
-.03
7/29/1992 1600 603.12 .00 505.36
605.70 -10.36 -89.60 9.41 6.70
-.02
7/29/1992 2400 626.97 .00 508.90
608.86 -15.62 -89.60 9.45 6.71
.01
7/30/1992 800 606.89 .00 515.05
621.87 -15.58 -91.20 9.41 6.72
-.00
7/30/1992 1600 611.21 .00 501.39
608.17 -14.44 -91.20 9.42 6.69
-.01
7/30/1992 2400 621.46 .00 507.97
613.61 -18.37 -91.20 9.44 6.70
.02
7/31/1992 800 594.16 .00 522.54
614.81 -16.11 -73.90 9.39 6.73
-.01
7/31/1992 1600 594.61 .00 504.59
594.60 -13.98 -73.90 9.39 6.70
-.02
7/31/1992 2400 623.30 .00 513.58
601.46 -18.35 -73.90 9.44 6.71
.02
-------- ------- -------
------- ------- -------
COLUMN TOTALS:
+ 32884.10 32440.46 27477.49
32440.46 -2045.83 -2935.50
FOOTNOTE: * DOWNSTREAM DISCHARGE IS LESS THAN SPECIFIED MINIMUM FLOW.
THIS MAY BE CAUSED BY THE MODEL WHEN A SHARP RISE IN STAGE OCCURS.
OR
THIS MAY ALSO BE CAUSED BY A HIGH DIVERSION OR DEPLETION.
** DIVERSIONS AND DEPLETIONS WERE REDUCED TO DOWNSTREAM DISCHARGES SHOWN RESULT
FROM VOLUME OF PREVENT NEGATIVE FLOW AT ONSET.
BANK STORAGE.
1 VOLUME OF FLOW (CFS-DAYS)
UPSTREAM STATION REACH
DOWNSTREAM STATION
---------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------
--------------
TOTAL 10961.37
10813.49 TOTAL (W/O BANK STORAGE + LOSSES)
TOTAL (W/ BANK STORAGE + LOSSES)
9159.16
BASE FLOW 750.00
BASE FLOW
750.00
RELEASE OR FLOOD 10211.37
STREAMFLOW LOSS OR GAIN -1660.44
RELEASE OR FLOOD 8409.16
---------------------------------------------------------------------------
BANK STORAGE:
FLOW FROM STREAM
681.94
STORED IN AQUIFER
681.94
LOST TO SOIL
.00
RETURNED TO STREAM
.00
NET BANK STORAGE DISCHARGE
-681.94
DIVERSIONS AND WELL LOSSES
-978.50
FIRST REACH RELEASE OR FLOOD VOLUME
10679.3 CFS-DAYS
WELL LOSS, CUMULATIVE FROM FIRST REACH = .00 CFS-DAYS
CUMULATIVE TOTAL LOSS = -2041.96 CFS-DAYS
CUMULATIVE LOSS EXCLUDING WELL LOSS = -2041.96 CFS-DAYS
-19.12 PERCENT OF FIRST-REACH RELEASE OR FLOOD VOLUME
NOTE: UNLESS STATED OTHERWISE
(-) INDICATES FLOW FROM STREAM
(+) INDICATES FLOW INTO STREAM
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