�(s16.67h8.5v0T�&l8D
AHYMO PROGRAM (AHYMO-S4) - Version: S4.01a - Rel: 01a
RUN DATE (MON/DAY/YR) = 04/17/2015
START TIME (HR:MIN:SEC) = 13:25:31 USER NO.= M-GoodwinNMSiteA90075759
INPUT FILE = ers\Kelly\Desktop\AIS_ AHYMO_2 pump out at 2.0cfs and Temp Pond FINAL_ INPUT.txt
START 0.0 HRS PUNCH CODE=0 PRINT LINES=-6
*S******************************************************************************
*S ABQ INDIAN SCHOOL 100-YR, 24-HR DEVELOPED CONDITIONS
*S******************************************************************************
LOCATION ALBUQUERQUE
City of Albuquerque soil infiltration values (LAND FACTORS) used for computations.
Land Treatment Initial Abstr.(in) Unif. Infilt.(in/hour)
A 0.65 1.67
B 0.50 1.25
C 0.35 0.83
D 0.10 0.04
RAINFALL TYPE=2 RAIN QUARTER=0.0 RAIN ONE=1.78
RAIN SIX=2.23 RAIN DAY=2.60 DT=.05
24-HOUR RAINFALL DIST. - BASED ON NOAA ATLAS 14 FOR CONVECTIVE AREAS (NM & AZ) - D1
DT = 0.050000 HOURS END TIME = 24.000002 HOURS
0.0000 0.0030 0.0061 0.0094 0.0130 0.0167 0.0209
0.0268 0.0360 0.0460 0.0564 0.0677 0.0791 0.0909
0.1031 0.1154 0.1292 0.1435 0.1591 0.1814 0.2071
0.2416 0.2807 0.3290 0.3934 0.4659 0.5910 0.7854
1.1187 1.3529 1.5377 1.6305 1.7119 1.7703 1.8168
1.8574 1.8870 1.9143 1.9368 1.9540 1.9686 1.9816
1.9939 2.0047 2.0149 2.0249 2.0345 2.0424 2.0469
2.0513 2.0556 2.0597 2.0637 2.0677 2.0715 2.0754
2.0790 2.0825 2.0860 2.0894 2.0928 2.0961 2.0993
2.1024 2.1055 2.1086 2.1115 2.1144 2.1173 2.1201
2.1229 2.1256 2.1284 2.1310 2.1337 2.1363 2.1389
2.1415 2.1440 2.1465 2.1489 2.1514 2.1538 2.1562
2.1585 2.1609 2.1632 2.1655 2.1677 2.1700 2.1722
2.1744 2.1765 2.1787 2.1808 2.1829 2.1850 2.1871
2.1891 2.1912 2.1932 2.1952 2.1971 2.1991 2.2010
2.2030 2.2049 2.2068 2.2086 2.2105 2.2124 2.2142
2.2160 2.2178 2.2196 2.2214 2.2231 2.2248 2.2266
2.2283 2.2300 2.2317 2.2334 2.2351 2.2368 2.2385
2.2402 2.2419 2.2435 2.2452 2.2469 2.2485 2.2502
2.2519 2.2535 2.2552 2.2568 2.2585 2.2601 2.2617
2.2634 2.2650 2.2666 2.2683 2.2699 2.2715 2.2731
2.2747 2.2763 2.2779 2.2795 2.2811 2.2827 2.2843
2.2859 2.2875 2.2890 2.2906 2.2922 2.2937 2.2953
2.2969 2.2984 2.3000 2.3015 2.3030 2.3046 2.3061
2.3076 2.3092 2.3107 2.3122 2.3137 2.3152 2.3167
2.3183 2.3198 2.3213 2.3227 2.3242 2.3257 2.3272
2.3287 2.3302 2.3316 2.3331 2.3346 2.3360 2.3375
2.3389 2.3404 2.3418 2.3433 2.3447 2.3461 2.3476
2.3490 2.3504 2.3518 2.3532 2.3546 2.3560 2.3575
2.3589 2.3602 2.3616 2.3630 2.3644 2.3658 2.3672
2.3685 2.3699 2.3713 2.3726 2.3740 2.3754 2.3767
2.3780 2.3794 2.3807 2.3821 2.3834 2.3847 2.3860
2.3874 2.3887 2.3900 2.3913 2.3926 2.3939 2.3952
2.3965 2.3978 2.3991 2.4004 2.4016 2.4029 2.4042
2.4054 2.4067 2.4080 2.4092 2.4105 2.4117 2.4130
2.4142 2.4154 2.4167 2.4179 2.4191 2.4204 2.4216
2.4228 2.4240 2.4252 2.4264 2.4276 2.4288 2.4300
2.4312 2.4324 2.4335 2.4347 2.4359 2.4371 2.4382
2.4394 2.4405 2.4417 2.4428 2.4440 2.4451 2.4463
2.4474 2.4485 2.4497 2.4508 2.4519 2.4530 2.4541
2.4552 2.4563 2.4574 2.4585 2.4596 2.4607 2.4618
2.4629 2.4640 2.4650 2.4661 2.4672 2.4682 2.4693
2.4704 2.4714 2.4724 2.4735 2.4745 2.4756 2.4766
2.4776 2.4787 2.4797 2.4807 2.4817 2.4827 2.4837
2.4847 2.4857 2.4867 2.4877 2.4887 2.4897 2.4906
2.4916 2.4926 2.4936 2.4945 2.4955 2.4964 2.4974
2.4983 2.4993 2.5002 2.5012 2.5021 2.5030 2.5039
2.5049 2.5058 2.5067 2.5076 2.5085 2.5094 2.5103
2.5112 2.5121 2.5130 2.5139 2.5147 2.5156 2.5165
2.5174 2.5182 2.5191 2.5199 2.5208 2.5216 2.5225
2.5233 2.5242 2.5250 2.5258 2.5266 2.5275 2.5283
2.5291 2.5299 2.5307 2.5315 2.5323 2.5331 2.5339
2.5347 2.5355 2.5363 2.5370 2.5378 2.5386 2.5393
2.5401 2.5409 2.5416 2.5424 2.5431 2.5438 2.5446
2.5453 2.5460 2.5468 2.5475 2.5482 2.5489 2.5496
2.5503 2.5510 2.5517 2.5524 2.5531 2.5538 2.5545
2.5552 2.5559 2.5565 2.5572 2.5579 2.5585 2.5592
2.5598 2.5605 2.5611 2.5618 2.5624 2.5630 2.5637
2.5643 2.5649 2.5655 2.5662 2.5668 2.5674 2.5680
2.5686 2.5692 2.5698 2.5704 2.5709 2.5715 2.5721
2.5727 2.5732 2.5738 2.5744 2.5749 2.5755 2.5760
2.5766 2.5771 2.5776 2.5782 2.5787 2.5792 2.5798
2.5803 2.5808 2.5813 2.5818 2.5823 2.5828 2.5833
2.5838 2.5843 2.5848 2.5853 2.5857 2.5862 2.5867
2.5871 2.5876 2.5881 2.5885 2.5890 2.5894 2.5899
2.5903 2.5907 2.5912 2.5916 2.5920 2.5924 2.5928
2.5933 2.5937 2.5941 2.5945 2.5949 2.5953 2.5956
2.5960 2.5964 2.5968 2.5972 2.5975 2.5979 2.5982
2.5986 2.5990 2.5993 2.5997 2.6000
********************************************************************************
*S ONSITE-ENTIRE BASIN A - DEVELOPED CONDITIONS
*S --------------------------------------------
********************************************************************************
COMPUTE NM HYD ID=1 HYD=100 DA=0.00541 SQ MI
PER A=0 B=0 C=12 D=88
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 18.791 CFS UNIT VOLUME = 0.9986 B = 526.28 P60 = 1.7800
AREA = 0.004761 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563783
UNIT PEAK = 1.9045 CFS UNIT VOLUME = 0.9954 B = 391.16 P60 = 1.7800
AREA = 0.000649 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=1 CODE=1
PARTIAL HYDROGRAPH 100.00
RUNOFF VOLUME = 2.19097 INCHES = 0.6322 ACRE-FEET
PEAK DISCHARGE RATE = 14.23 CFS AT 1.500 HOURS BASIN AREA = 0.0054 SQ. MI.
*S
********************************************************************************
*S ONSITE-SUBBASINS IN BASIN A
*S --------------------------------------------
********************************************************************************
*S
*s BASIN 100.1
COMPUTE NM HYD ID=2 HYD=100.1 DA=0.000191 SQ MI
PER A=0 B=0 C=0 D=100
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 0.75389 CFS UNIT VOLUME = 0.9864 B = 526.28 P60 = 1.7800
AREA = 0.000191 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=2 CODE=1
PARTIAL HYDROGRAPH 100.10
RUNOFF VOLUME = 2.35013 INCHES = 0.0239 ACRE-FEET
PEAK DISCHARGE RATE = 0.53 CFS AT 1.500 HOURS BASIN AREA = 0.0002 SQ. MI.
*
*s BASIN 100.2
COMPUTE NM HYD ID=3 HYD=100.2 DA=0.000395 SQ MI
PER A=0 B=0 C=14 D=86
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 1.3408 CFS UNIT VOLUME = 0.9911 B = 526.28 P60 = 1.7800
AREA = 0.000340 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563784
UNIT PEAK = 0.16223 CFS UNIT VOLUME = 0.9219 B = 391.16 P60 = 1.7800
AREA = 0.000055 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=3 CODE=1
PARTIAL HYDROGRAPH 100.20
RUNOFF VOLUME = 2.16445 INCHES = 0.0456 ACRE-FEET
PEAK DISCHARGE RATE = 1.05 CFS AT 1.500 HOURS BASIN AREA = 0.0004 SQ. MI.
*
*s BASIN 100.3
COMPUTE NM HYD ID=4 HYD=100.3 DA=0.00033 SQ MI
PER A=0 B=0 C=12 D=88
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 1.1462 CFS UNIT VOLUME = 0.9890 B = 526.28 P60 = 1.7800
AREA = 0.000290 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563783
UNIT PEAK = 0.11617 CFS UNIT VOLUME = 0.8920 B = 391.16 P60 = 1.7800
AREA = 0.000040 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=4 CODE=1
PARTIAL HYDROGRAPH 100.30
RUNOFF VOLUME = 2.19097 INCHES = 0.0386 ACRE-FEET
PEAK DISCHARGE RATE = 0.88 CFS AT 1.500 HOURS BASIN AREA = 0.0003 SQ. MI.
*
*s BASIN 100.4
COMPUTE NM HYD ID=5 HYD=100.4 DA=0.00045 SQ MI
PER A=0 B=0 C=12 D=88
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 1.5630 CFS UNIT VOLUME = 0.9927 B = 526.28 P60 = 1.7800
AREA = 0.000396 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563783
UNIT PEAK = 0.15842 CFS UNIT VOLUME = 0.9219 B = 391.16 P60 = 1.7800
AREA = 0.000054 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=5 CODE=1
PARTIAL HYDROGRAPH 100.40
RUNOFF VOLUME = 2.19097 INCHES = 0.0526 ACRE-FEET
PEAK DISCHARGE RATE = 1.20 CFS AT 1.500 HOURS BASIN AREA = 0.0005 SQ. MI.
*
*s BASIN 100.5
COMPUTE NM HYD ID=6 HYD=100.5 DA=0.00404 SQ MI
PER A=0 B=0 C=10 D=90
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 14.352 CFS UNIT VOLUME = 0.9983 B = 526.28 P60 = 1.7800
AREA = 0.003636 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563784
UNIT PEAK = 1.1852 CFS UNIT VOLUME = 0.9915 B = 391.16 P60 = 1.7800
AREA = 0.000404 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=6 CODE=1
PARTIAL HYDROGRAPH 100.50
RUNOFF VOLUME = 2.21750 INCHES = 0.4778 ACRE-FEET
PEAK DISCHARGE RATE = 10.69 CFS AT 1.500 HOURS BASIN AREA = 0.0040 SQ. MI.
*S
********************************************************************************
*S OFFSITE-ENTIRE BASIN B - DEVELOPED CONDITIONS
*S ---------------------------------------------
********************************************************************************
COMPUTE NM HYD ID=8 HYD=200 DA=0.011 SQ MI
PER A=0 B=0 C=12 D=88
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 38.208 CFS UNIT VOLUME = 0.9989 B = 526.28 P60 = 1.7800
AREA = 0.009680 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563783
UNIT PEAK = 3.8725 CFS UNIT VOLUME = 0.9983 B = 391.16 P60 = 1.7800
AREA = 0.001320 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=8 CODE=1
PARTIAL HYDROGRAPH 200.00
RUNOFF VOLUME = 2.19097 INCHES = 1.2854 ACRE-FEET
PEAK DISCHARGE RATE = 28.91 CFS AT 1.500 HOURS BASIN AREA = 0.0110 SQ. MI.
*s
********************************************************************************
*S FULLY DEVELOPED CONDITIONS ADD BASINS TO GO TO PUMP
*S ---------------------------------------------------
********************************************************************************
ADD HYD ID=9 HYD=300 ID=6 AND 8
*
ROUTE RESERVOIR ID=10 HYD=300.1 INFLOW ID=9 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4950
0.01 0.001803 4951
0.02 0.003606 4952
0.03 0.005409 4953
0.04 0.007212 4954
0.991 0.009015 4955
0.992 0.010818 4956
0.993 0.012621 4957
0.994 0.014424 4958
1.993 0.016227 4959
1.994 0.019042 4960
1.995 0.021859 4961
1.996 0.030000 4962
1.997 0.021200 4963
1.998 0.982000 4964
1.999 2.590000 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4950.00 0.000 0.00
0.50 0.00 4950.00 0.000 0.00
1.00 2.31 4958.52 0.015 1.51
1.50 39.61 4963.44 0.447 2.00
2.00 5.67 4964.09 1.122 2.00
2.50 1.11 4964.11 1.157 2.00
3.00 0.32 4964.07 1.098 2.00
3.50 0.21 4964.03 1.026 2.00
4.00 0.20 4963.97 0.952 2.00
4.50 0.21 4963.89 0.878 2.00
5.00 0.23 4963.81 0.804 2.00
5.50 0.25 4963.74 0.732 2.00
6.00 0.29 4963.67 0.660 2.00
6.50 0.29 4963.59 0.590 2.00
7.00 0.28 4963.52 0.519 2.00
7.50 0.28 4963.44 0.448 2.00
8.00 0.27 4963.37 0.377 2.00
8.50 0.26 4963.30 0.305 2.00
9.00 0.25 4963.22 0.233 2.00
9.50 0.25 4963.15 0.161 2.00
10.00 0.24 4963.07 0.089 2.00
10.50 0.24 4959.12 0.017 1.99
11.00 0.23 4954.20 0.008 0.23
11.50 0.22 4954.19 0.008 0.22
12.00 0.22 4954.19 0.008 0.22
12.50 0.21 4954.18 0.008 0.21
13.00 0.21 4954.18 0.008 0.21
13.50 0.20 4954.17 0.008 0.20
14.00 0.19 4954.16 0.007 0.19
14.50 0.18 4954.15 0.007 0.19
15.00 0.18 4954.15 0.007 0.18
15.50 0.17 4954.14 0.007 0.17
16.00 0.17 4954.13 0.007 0.17
16.50 0.16 4954.13 0.007 0.16
17.00 0.15 4954.12 0.007 0.15
17.50 0.15 4954.11 0.007 0.15
18.00 0.14 4954.10 0.007 0.14
18.50 0.13 4954.10 0.007 0.13
19.00 0.13 4954.09 0.007 0.13
19.50 0.12 4954.08 0.007 0.12
20.00 0.11 4954.08 0.007 0.11
20.50 0.11 4954.07 0.007 0.11
21.00 0.10 4954.06 0.007 0.10
21.50 0.09 4954.06 0.007 0.09
22.00 0.09 4954.05 0.007 0.09
22.50 0.08 4954.04 0.007 0.08
23.00 0.07 4954.04 0.007 0.07
23.50 0.06 4954.03 0.007 0.06
24.00 0.06 4954.02 0.007 0.06
24.50 0.00 4953.52 0.006 0.04
25.00 0.00 4952.81 0.005 0.03
25.50 0.00 4952.23 0.004 0.02
26.00 0.00 4951.78 0.003 0.02
26.50 0.00 4951.41 0.003 0.01
27.00 0.00 4951.12 0.002 0.01
27.50 0.00 4950.89 0.002 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
28.00 0.00 4950.71 0.001 0.01
28.50 0.00 4950.56 0.001 0.01
29.00 0.00 4950.45 0.001 0.00
PEAK DISCHARGE = 1.998 CFS - PEAK OCCURS AT HOUR 2.35
MAXIMUM WATER SURFACE ELEVATION = 4964.112
MAXIMUM STORAGE = 1.1618 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=10 CODE=1
HYDROGRAPH FROM AREA 300.10
RUNOFF VOLUME = 2.19806 INCHES = 1.7631 ACRE-FEET
PEAK DISCHARGE RATE = 2.00 CFS AT 2.350 HOURS BASIN AREA = 0.0150 SQ. MI.
*S
*S******************************************************************************
********************************************************************************
*S OFFSITE-ENTIRE BASIN B - UNDEVELOPED CONDITIONS
*S -----------------------------------------------
********************************************************************************
COMPUTE NM HYD ID=13 HYD=200 DA=0.011 SQ MI
PER A=0 B=0 C=90 D=10
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 4.3418 CFS UNIT VOLUME = 0.9966 B = 526.28 P60 = 1.7800
AREA = 0.001100 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563784
UNIT PEAK = 29.044 CFS UNIT VOLUME = 1.001 B = 391.16 P60 = 1.7800
AREA = 0.009900 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=13 CODE=1
PARTIAL HYDROGRAPH 200.00
RUNOFF VOLUME = 1.15646 INCHES = 0.6785 ACRE-FEET
PEAK DISCHARGE RATE = 21.88 CFS AT 1.500 HOURS BASIN AREA = 0.0110 SQ. MI.
*
********************************************************************************
*S PARTIALLY DEVELOPED CONDITIONS ADD BASINS TO GO TO PUMP
*S (BASIN A: FULLY DEVELOPED... BASIN B: UNDEVELOPED)
*S -------------------------------------------------------
********************************************************************************
ADD HYD ID=14 HYD=301 ID=6 AND 13
PRINT HYD ID=14 CODE=1
HYDROGRAPH FROM AREA 301.00
RUNOFF VOLUME = 1.44144 INCHES = 1.1562 ACRE-FEET
PEAK DISCHARGE RATE = 32.57 CFS AT 1.500 HOURS BASIN AREA = 0.0150 SQ. MI.
*
ROUTE RESERVOIR ID=15 HYD=30.1 INFLOW ID=14 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4950
0.01 0.001803 4951
0.02 0.003606 4952
0.03 0.005409 4953
0.04 0.007212 4954
0.991 0.009015 4955
0.992 0.010818 4956
0.993 0.012621 4957
0.994 0.014424 4958
1.993 0.016227 4959
1.994 0.019042 4960
1.995 0.021859 4961
1.996 0.030000 4962
1.997 0.021200 4963
1.998 0.982000 4964
1.999 2.590000 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4950.00 0.000 0.00
0.50 0.00 4950.00 0.000 0.00
1.00 0.82 4954.52 0.008 0.54
1.50 32.57 4963.29 0.295 2.00
2.00 3.45 4963.82 0.806 2.00
2.50 0.68 4963.81 0.795 2.00
3.00 0.17 4963.73 0.726 2.00
3.50 0.09 4963.65 0.649 2.00
4.00 0.07 4963.57 0.569 2.00
4.50 0.07 4963.49 0.490 2.00
5.00 0.08 4963.40 0.410 2.00
5.50 0.09 4963.32 0.331 2.00
6.00 0.10 4963.24 0.253 2.00
6.50 0.10 4963.16 0.174 2.00
7.00 0.10 4963.08 0.096 2.00
7.50 0.10 4959.54 0.018 1.99
8.00 0.10 4954.06 0.007 0.10
8.50 0.09 4954.06 0.007 0.09
9.00 0.09 4954.05 0.007 0.09
9.50 0.09 4954.05 0.007 0.09
10.00 0.09 4954.05 0.007 0.09
10.50 0.09 4954.05 0.007 0.09
11.00 0.08 4954.04 0.007 0.08
11.50 0.08 4954.04 0.007 0.08
12.00 0.08 4954.04 0.007 0.08
12.50 0.08 4954.04 0.007 0.08
13.00 0.07 4954.04 0.007 0.07
13.50 0.07 4954.03 0.007 0.07
14.00 0.07 4954.03 0.007 0.07
14.50 0.07 4954.03 0.007 0.07
15.00 0.06 4954.03 0.007 0.06
15.50 0.06 4954.02 0.007 0.06
16.00 0.06 4954.02 0.007 0.06
16.50 0.06 4954.02 0.007 0.06
17.00 0.05 4954.02 0.007 0.05
17.50 0.05 4954.01 0.007 0.05
18.00 0.05 4954.01 0.007 0.05
18.50 0.05 4954.01 0.007 0.05
19.00 0.04 4954.01 0.007 0.04
19.50 0.04 4954.00 0.007 0.04
20.00 0.04 4954.00 0.007 0.04
20.50 0.04 4953.98 0.007 0.04
21.00 0.04 4953.92 0.007 0.04
21.50 0.03 4953.82 0.007 0.04
22.00 0.03 4953.70 0.007 0.04
22.50 0.03 4953.55 0.006 0.04
23.00 0.03 4953.39 0.006 0.03
23.50 0.02 4953.21 0.006 0.03
24.00 0.02 4953.01 0.005 0.03
24.50 0.00 4952.53 0.005 0.03
25.00 0.00 4952.01 0.004 0.02
25.50 0.00 4951.60 0.003 0.02
26.00 0.00 4951.27 0.002 0.01
26.50 0.00 4951.01 0.002 0.01
27.00 0.00 4950.80 0.001 0.01
27.50 0.00 4950.64 0.001 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
28.00 0.00 4950.51 0.001 0.01
28.50 0.00 4950.40 0.001 0.00
PEAK DISCHARGE = 1.998 CFS - PEAK OCCURS AT HOUR 2.15
MAXIMUM WATER SURFACE ELEVATION = 4963.826
MAXIMUM STORAGE = 0.8146 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=15 CODE=1
OUTFLOW HYDROGRAPH REACH 30.10
RUNOFF VOLUME = 1.44144 INCHES = 1.1562 ACRE-FEET
PEAK DISCHARGE RATE = 2.00 CFS AT 2.150 HOURS BASIN AREA = 0.0150 SQ. MI.
*
*s
*S******************************************************************************
********************************************************************************
*S ONSITE-ENTIRE BASIN A - DEVELOPED CONDITIONS
*S SIZING OUTLET PIPE TO PUMP Outflow using 8" pipe
* (Size of pipe determined by maintaing elevation of pumped conditions
*S --------------------------------------------
********************************************************************************
*
ROUTE RESERVOIR ID=20 HYD=408 INFLOW ID=6 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4959
1.370 0.00034 4960
1.566 0.00135 4961
1.567 0.00236 4962
1.568 0.01965 4963
1.569 0.18197 4964
1.570 0.73497 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4959.00 0.000 0.00
0.50 0.00 4959.00 0.000 0.00
1.00 0.63 4959.45 0.000 0.62
1.50 10.69 4963.39 0.084 1.57
2.00 1.54 4964.08 0.224 1.57
2.50 0.30 4964.02 0.191 1.57
3.00 0.08 4963.69 0.132 1.57
3.50 0.06 4963.31 0.070 1.57
4.00 0.05 4962.30 0.008 1.57
4.50 0.06 4959.04 0.000 0.05
5.00 0.06 4959.05 0.000 0.06
5.50 0.07 4959.05 0.000 0.07
6.00 0.08 4959.06 0.000 0.08
6.50 0.08 4959.06 0.000 0.08
7.00 0.08 4959.06 0.000 0.08
7.50 0.08 4959.06 0.000 0.08
8.00 0.07 4959.05 0.000 0.07
8.50 0.07 4959.05 0.000 0.07
9.00 0.07 4959.05 0.000 0.07
9.50 0.07 4959.05 0.000 0.07
10.00 0.07 4959.05 0.000 0.07
10.50 0.07 4959.05 0.000 0.07
11.00 0.06 4959.05 0.000 0.06
11.50 0.06 4959.04 0.000 0.06
12.00 0.06 4959.04 0.000 0.06
12.50 0.06 4959.04 0.000 0.06
13.00 0.06 4959.04 0.000 0.06
13.50 0.05 4959.04 0.000 0.05
14.00 0.05 4959.04 0.000 0.05
14.50 0.05 4959.04 0.000 0.05
15.00 0.05 4959.04 0.000 0.05
15.50 0.05 4959.03 0.000 0.05
16.00 0.05 4959.03 0.000 0.05
16.50 0.04 4959.03 0.000 0.04
17.00 0.04 4959.03 0.000 0.04
17.50 0.04 4959.03 0.000 0.04
18.00 0.04 4959.03 0.000 0.04
18.50 0.04 4959.03 0.000 0.04
19.00 0.03 4959.02 0.000 0.03
19.50 0.03 4959.02 0.000 0.03
20.00 0.03 4959.02 0.000 0.03
20.50 0.03 4959.02 0.000 0.03
21.00 0.03 4959.02 0.000 0.03
21.50 0.02 4959.02 0.000 0.03
22.00 0.02 4959.02 0.000 0.02
22.50 0.02 4959.02 0.000 0.02
23.00 0.02 4959.01 0.000 0.02
23.50 0.02 4959.01 0.000 0.02
24.00 0.02 4959.01 0.000 0.02
PEAK DISCHARGE = 1.569 CFS - PEAK OCCURS AT HOUR 2.00
MAXIMUM WATER SURFACE ELEVATION = 4964.075
MAXIMUM STORAGE = 0.2236 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=20 CODE=1
HYDROGRAPH FROM AREA 408.00
RUNOFF VOLUME = 2.22528 INCHES = 0.4795 ACRE-FEET
PEAK DISCHARGE RATE = 1.57 CFS AT 2.000 HOURS BASIN AREA = 0.0040 SQ. MI.
*
*s
*S******************************************************************************
********************************************************************************
*S ONSITE-ENTIRE BASIN A - DEVELOPED CONDITIONS
*S SIZING OUTLET PIPE TO PUMP Outflow using 12" pipe
* (Size of pipe determined by maintaing elevation of pumped conditions
*S --------------------------------------------
********************************************************************************
*
ROUTE RESERVOIR ID=21 HYD=412 INFLOW ID=6 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4959
2.670 0.00034 4960
4.626 0.00135 4961
4.627 0.00236 4962
4.628 0.01965 4963
4.629 0.18197 4964
4.630 0.73497 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4959.00 0.000 0.00
0.50 0.00 4959.00 0.000 0.00
1.00 0.63 4959.23 0.000 0.62
1.50 10.69 4963.11 0.037 4.63
2.00 1.54 4963.19 0.050 4.63
2.50 0.30 4959.12 0.000 0.33
3.00 0.08 4959.03 0.000 0.09
3.50 0.06 4959.02 0.000 0.06
4.00 0.05 4959.02 0.000 0.06
4.50 0.06 4959.02 0.000 0.06
5.00 0.06 4959.02 0.000 0.06
5.50 0.07 4959.03 0.000 0.07
6.00 0.08 4959.03 0.000 0.08
6.50 0.08 4959.03 0.000 0.08
7.00 0.08 4959.03 0.000 0.08
7.50 0.08 4959.03 0.000 0.08
8.00 0.07 4959.03 0.000 0.07
8.50 0.07 4959.03 0.000 0.07
9.00 0.07 4959.03 0.000 0.07
9.50 0.07 4959.03 0.000 0.07
10.00 0.07 4959.02 0.000 0.07
10.50 0.07 4959.02 0.000 0.07
11.00 0.06 4959.02 0.000 0.06
11.50 0.06 4959.02 0.000 0.06
12.00 0.06 4959.02 0.000 0.06
12.50 0.06 4959.02 0.000 0.06
13.00 0.06 4959.02 0.000 0.06
13.50 0.05 4959.02 0.000 0.05
14.00 0.05 4959.02 0.000 0.05
14.50 0.05 4959.02 0.000 0.05
15.00 0.05 4959.02 0.000 0.05
15.50 0.05 4959.02 0.000 0.05
16.00 0.05 4959.02 0.000 0.05
16.50 0.04 4959.02 0.000 0.04
17.00 0.04 4959.02 0.000 0.04
17.50 0.04 4959.02 0.000 0.04
18.00 0.04 4959.01 0.000 0.04
18.50 0.04 4959.01 0.000 0.04
19.00 0.03 4959.01 0.000 0.03
19.50 0.03 4959.01 0.000 0.03
20.00 0.03 4959.01 0.000 0.03
20.50 0.03 4959.01 0.000 0.03
21.00 0.03 4959.01 0.000 0.03
21.50 0.02 4959.01 0.000 0.02
22.00 0.02 4959.01 0.000 0.02
22.50 0.02 4959.01 0.000 0.02
23.00 0.02 4959.01 0.000 0.02
23.50 0.02 4959.01 0.000 0.02
24.00 0.02 4959.01 0.000 0.02
PEAK DISCHARGE = 4.628 CFS - PEAK OCCURS AT HOUR 1.70
MAXIMUM WATER SURFACE ELEVATION = 4963.465
MAXIMUM STORAGE = 0.0952 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=21 CODE=1
HYDROGRAPH FROM AREA 412.00
RUNOFF VOLUME = 2.21743 INCHES = 0.4778 ACRE-FEET
PEAK DISCHARGE RATE = 4.63 CFS AT 1.700 HOURS BASIN AREA = 0.0040 SQ. MI.
*
*S
*
********************************************************************************
*S FULLY DEVELOPED CONDITIONS ADD BASINS PUMP NOT WORKING
*S ------------------------------------------------------
********************************************************************************
*
ROUTE RESERVOIR ID=22 HYD=500 INFLOW ID=9 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4950
0.010 0.001803 4951
0.015 0.003606 4952
0.020 0.005409 4953
0.025 0.007212 4954
0.030 0.009015 4955
0.035 0.010818 4956
0.040 0.012621 4957
0.045 0.014424 4958
0.050 0.016227 4959
0.055 0.019042 4960
0.060 0.021859 4961
0.065 0.030000 4962
0.070 0.021200 4963
0.075 0.982000 4964
0.100 2.590000 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4950.00 0.000 0.00
0.50 0.00 4950.00 0.000 0.00
1.00 2.31 4961.54 0.026 0.06
1.50 39.61 4963.54 0.537 0.07
2.00 5.67 4964.19 1.291 0.08
2.50 1.11 4964.26 1.405 0.08
3.00 0.32 4964.28 1.426 0.08
3.50 0.21 4964.28 1.432 0.08
4.00 0.20 4964.28 1.437 0.08
4.50 0.21 4964.29 1.442 0.08
5.00 0.23 4964.29 1.448 0.08
5.50 0.25 4964.29 1.455 0.08
6.00 0.29 4964.30 1.463 0.08
6.50 0.29 4964.30 1.471 0.08
7.00 0.28 4964.31 1.479 0.08
7.50 0.28 4964.31 1.488 0.08
8.00 0.27 4964.32 1.495 0.08
8.50 0.26 4964.32 1.503 0.08
9.00 0.25 4964.33 1.510 0.08
9.50 0.25 4964.33 1.517 0.08
10.00 0.24 4964.34 1.524 0.08
10.50 0.24 4964.34 1.531 0.08
11.00 0.23 4964.35 1.537 0.08
11.50 0.22 4964.35 1.543 0.08
12.00 0.22 4964.35 1.549 0.08
12.50 0.21 4964.36 1.554 0.08
13.00 0.21 4964.36 1.559 0.08
13.50 0.20 4964.36 1.564 0.08
14.00 0.19 4964.36 1.569 0.08
14.50 0.18 4964.37 1.573 0.08
15.00 0.18 4964.37 1.577 0.08
15.50 0.17 4964.37 1.581 0.08
16.00 0.17 4964.37 1.584 0.08
16.50 0.16 4964.38 1.588 0.08
17.00 0.15 4964.38 1.591 0.08
17.50 0.15 4964.38 1.593 0.08
18.00 0.14 4964.38 1.596 0.08
18.50 0.13 4964.38 1.598 0.08
19.00 0.13 4964.38 1.600 0.08
19.50 0.12 4964.39 1.601 0.08
20.00 0.11 4964.39 1.603 0.08
20.50 0.11 4964.39 1.604 0.08
21.00 0.10 4964.39 1.604 0.08
21.50 0.09 4964.39 1.605 0.08
22.00 0.09 4964.39 1.605 0.08
22.50 0.08 4964.39 1.605 0.08
23.00 0.07 4964.39 1.605 0.08
23.50 0.06 4964.39 1.604 0.08
24.00 0.06 4964.39 1.603 0.08
24.50 0.00 4964.38 1.601 0.08
25.00 0.00 4964.38 1.597 0.08
25.50 0.00 4964.38 1.594 0.08
26.00 0.00 4964.38 1.590 0.08
26.50 0.00 4964.38 1.587 0.08
27.00 0.00 4964.37 1.583 0.08
27.50 0.00 4964.37 1.580 0.08
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
28.00 0.00 4964.37 1.576 0.08
28.50 0.00 4964.37 1.573 0.08
29.00 0.00 4964.37 1.569 0.08
29.50 0.00 4964.36 1.566 0.08
30.00 0.00 4964.36 1.563 0.08
30.50 0.00 4964.36 1.559 0.08
31.00 0.00 4964.36 1.556 0.08
31.50 0.00 4964.35 1.552 0.08
32.00 0.00 4964.35 1.549 0.08
32.50 0.00 4964.35 1.545 0.08
33.00 0.00 4964.35 1.542 0.08
33.50 0.00 4964.35 1.538 0.08
34.00 0.00 4964.34 1.535 0.08
34.50 0.00 4964.34 1.531 0.08
35.00 0.00 4964.34 1.528 0.08
35.50 0.00 4964.34 1.524 0.08
36.00 0.00 4964.33 1.521 0.08
36.50 0.00 4964.33 1.518 0.08
37.00 0.00 4964.33 1.514 0.08
37.50 0.00 4964.33 1.511 0.08
38.00 0.00 4964.33 1.507 0.08
38.50 0.00 4964.32 1.504 0.08
39.00 0.00 4964.32 1.500 0.08
39.50 0.00 4964.32 1.497 0.08
40.00 0.00 4964.32 1.494 0.08
40.50 0.00 4964.32 1.490 0.08
41.00 0.00 4964.31 1.487 0.08
41.50 0.00 4964.31 1.483 0.08
42.00 0.00 4964.31 1.480 0.08
42.50 0.00 4964.31 1.476 0.08
43.00 0.00 4964.31 1.473 0.08
43.50 0.00 4964.30 1.470 0.08
44.00 0.00 4964.30 1.466 0.08
44.50 0.00 4964.30 1.463 0.08
45.00 0.00 4964.30 1.459 0.08
45.50 0.00 4964.29 1.456 0.08
46.00 0.00 4964.29 1.453 0.08
46.50 0.00 4964.29 1.449 0.08
47.00 0.00 4964.29 1.446 0.08
47.50 0.00 4964.29 1.442 0.08
48.00 0.00 4964.28 1.439 0.08
48.50 0.00 4964.28 1.436 0.08
49.00 0.00 4964.28 1.432 0.08
49.50 0.00 4964.28 1.429 0.08
50.00 0.00 4964.28 1.425 0.08
50.50 0.00 4964.27 1.422 0.08
51.00 0.00 4964.27 1.419 0.08
51.50 0.00 4964.27 1.415 0.08
52.00 0.00 4964.27 1.412 0.08
52.50 0.00 4964.27 1.409 0.08
53.00 0.00 4964.26 1.405 0.08
53.50 0.00 4964.26 1.402 0.08
54.00 0.00 4964.26 1.398 0.08
54.50 0.00 4964.26 1.395 0.08
55.00 0.00 4964.25 1.392 0.08
55.50 0.00 4964.25 1.388 0.08
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
56.00 0.00 4964.25 1.385 0.08
56.50 0.00 4964.25 1.382 0.08
57.00 0.00 4964.25 1.378 0.08
57.50 0.00 4964.24 1.375 0.08
58.00 0.00 4964.24 1.372 0.08
58.50 0.00 4964.24 1.368 0.08
59.00 0.00 4964.24 1.365 0.08
59.50 0.00 4964.24 1.361 0.08
60.00 0.00 4964.23 1.358 0.08
60.50 0.00 4964.23 1.355 0.08
61.00 0.00 4964.23 1.351 0.08
61.50 0.00 4964.23 1.348 0.08
62.00 0.00 4964.23 1.345 0.08
62.50 0.00 4964.22 1.341 0.08
63.00 0.00 4964.22 1.338 0.08
63.50 0.00 4964.22 1.335 0.08
64.00 0.00 4964.22 1.331 0.08
64.50 0.00 4964.22 1.328 0.08
65.00 0.00 4964.21 1.325 0.08
65.50 0.00 4964.21 1.322 0.08
66.00 0.00 4964.21 1.318 0.08
66.50 0.00 4964.21 1.315 0.08
67.00 0.00 4964.21 1.312 0.08
67.50 0.00 4964.20 1.308 0.08
68.00 0.00 4964.20 1.305 0.08
68.50 0.00 4964.20 1.302 0.08
69.00 0.00 4964.20 1.298 0.08
69.50 0.00 4964.19 1.295 0.08
70.00 0.00 4964.19 1.292 0.08
70.50 0.00 4964.19 1.288 0.08
71.00 0.00 4964.19 1.285 0.08
71.50 0.00 4964.19 1.282 0.08
72.00 0.00 4964.18 1.279 0.08
72.50 0.00 4964.18 1.275 0.08
73.00 0.00 4964.18 1.272 0.08
73.50 0.00 4964.18 1.269 0.08
74.00 0.00 4964.18 1.265 0.08
74.50 0.00 4964.17 1.262 0.08
75.00 0.00 4964.17 1.259 0.08
75.50 0.00 4964.17 1.256 0.08
76.00 0.00 4964.17 1.252 0.08
76.50 0.00 4964.17 1.249 0.08
77.00 0.00 4964.16 1.246 0.08
77.50 0.00 4964.16 1.243 0.08
78.00 0.00 4964.16 1.239 0.08
78.50 0.00 4964.16 1.236 0.08
79.00 0.00 4964.16 1.233 0.08
79.50 0.00 4964.15 1.229 0.08
80.00 0.00 4964.15 1.226 0.08
80.50 0.00 4964.15 1.223 0.08
81.00 0.00 4964.15 1.220 0.08
81.50 0.00 4964.15 1.216 0.08
82.00 0.00 4964.14 1.213 0.08
82.50 0.00 4964.14 1.210 0.08
83.00 0.00 4964.14 1.207 0.08
83.50 0.00 4964.14 1.203 0.08
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
84.00 0.00 4964.14 1.200 0.08
84.50 0.00 4964.13 1.197 0.08
85.00 0.00 4964.13 1.194 0.08
85.50 0.00 4964.13 1.191 0.08
86.00 0.00 4964.13 1.187 0.08
86.50 0.00 4964.13 1.184 0.08
87.00 0.00 4964.12 1.181 0.08
87.50 0.00 4964.12 1.178 0.08
88.00 0.00 4964.12 1.174 0.08
88.50 0.00 4964.12 1.171 0.08
89.00 0.00 4964.12 1.168 0.08
89.50 0.00 4964.11 1.165 0.08
90.00 0.00 4964.11 1.162 0.08
90.50 0.00 4964.11 1.158 0.08
91.00 0.00 4964.11 1.155 0.08
91.50 0.00 4964.11 1.152 0.08
92.00 0.00 4964.10 1.149 0.08
92.50 0.00 4964.10 1.145 0.08
93.00 0.00 4964.10 1.142 0.08
93.50 0.00 4964.10 1.139 0.08
94.00 0.00 4964.10 1.136 0.08
94.50 0.00 4964.09 1.133 0.08
95.00 0.00 4964.09 1.129 0.08
95.50 0.00 4964.09 1.126 0.08
96.00 0.00 4964.09 1.123 0.08
96.50 0.00 4964.09 1.120 0.08
97.00 0.00 4964.08 1.117 0.08
97.50 0.00 4964.08 1.114 0.08
98.00 0.00 4964.08 1.110 0.08
98.50 0.00 4964.08 1.107 0.08
99.00 0.00 4964.08 1.104 0.08
99.50 0.00 4964.07 1.101 0.08
100.00 0.00 4964.07 1.098 0.08
100.50 0.00 4964.07 1.094 0.08
101.00 0.00 4964.07 1.091 0.08
101.50 0.00 4964.07 1.088 0.08
102.00 0.00 4964.06 1.085 0.08
102.50 0.00 4964.06 1.082 0.08
103.00 0.00 4964.06 1.079 0.08
103.50 0.00 4964.06 1.075 0.08
104.00 0.00 4964.06 1.072 0.08
104.50 0.00 4964.05 1.069 0.08
105.00 0.00 4964.05 1.066 0.08
105.50 0.00 4964.05 1.063 0.08
106.00 0.00 4964.05 1.060 0.08
106.50 0.00 4964.05 1.057 0.08
107.00 0.00 4964.04 1.053 0.08
107.50 0.00 4964.04 1.050 0.08
108.00 0.00 4964.04 1.047 0.08
108.50 0.00 4964.04 1.044 0.08
109.00 0.00 4964.04 1.041 0.08
109.50 0.00 4964.03 1.038 0.08
110.00 0.00 4964.03 1.035 0.08
110.50 0.00 4964.03 1.031 0.08
111.00 0.00 4964.03 1.028 0.08
111.50 0.00 4964.03 1.025 0.08
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
112.00 0.00 4964.02 1.022 0.08
112.50 0.00 4964.02 1.019 0.08
113.00 0.00 4964.02 1.016 0.08
113.50 0.00 4964.02 1.013 0.08
114.00 0.00 4964.02 1.010 0.08
114.50 0.00 4964.02 1.006 0.08
115.00 0.00 4964.01 1.003 0.08
115.50 0.00 4964.01 1.000 0.08
116.00 0.00 4964.01 0.997 0.08
116.50 0.00 4964.01 0.994 0.08
117.00 0.00 4964.01 0.991 0.08
117.50 0.00 4964.00 0.988 0.08
118.00 0.00 4964.00 0.985 0.08
118.50 0.00 4964.00 0.982 0.07
119.00 0.00 4964.00 0.979 0.07
119.50 0.00 4963.99 0.975 0.07
120.00 0.00 4963.99 0.972 0.07
120.50 0.00 4963.99 0.969 0.07
121.00 0.00 4963.98 0.966 0.07
121.50 0.00 4963.98 0.963 0.07
122.00 0.00 4963.98 0.960 0.07
122.50 0.00 4963.97 0.957 0.07
123.00 0.00 4963.97 0.954 0.07
123.50 0.00 4963.97 0.951 0.07
124.00 0.00 4963.96 0.948 0.07
124.50 0.00 4963.96 0.944 0.07
125.00 0.00 4963.96 0.941 0.07
125.50 0.00 4963.95 0.938 0.07
126.00 0.00 4963.95 0.935 0.07
126.50 0.00 4963.95 0.932 0.07
127.00 0.00 4963.94 0.929 0.07
127.50 0.00 4963.94 0.926 0.07
128.00 0.00 4963.94 0.923 0.07
128.50 0.00 4963.94 0.920 0.07
129.00 0.00 4963.93 0.917 0.07
129.50 0.00 4963.93 0.914 0.07
130.00 0.00 4963.93 0.910 0.07
130.50 0.00 4963.92 0.907 0.07
131.00 0.00 4963.92 0.904 0.07
131.50 0.00 4963.92 0.901 0.07
132.00 0.00 4963.91 0.898 0.07
132.50 0.00 4963.91 0.895 0.07
133.00 0.00 4963.91 0.892 0.07
133.50 0.00 4963.90 0.889 0.07
134.00 0.00 4963.90 0.886 0.07
134.50 0.00 4963.90 0.883 0.07
135.00 0.00 4963.89 0.880 0.07
135.50 0.00 4963.89 0.877 0.07
136.00 0.00 4963.89 0.874 0.07
136.50 0.00 4963.88 0.870 0.07
137.00 0.00 4963.88 0.867 0.07
137.50 0.00 4963.88 0.864 0.07
138.00 0.00 4963.87 0.861 0.07
138.50 0.00 4963.87 0.858 0.07
139.00 0.00 4963.87 0.855 0.07
139.50 0.00 4963.86 0.852 0.07
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
140.00 0.00 4963.86 0.849 0.07
140.50 0.00 4963.86 0.846 0.07
141.00 0.00 4963.85 0.843 0.07
141.50 0.00 4963.85 0.840 0.07
142.00 0.00 4963.85 0.837 0.07
142.50 0.00 4963.85 0.834 0.07
143.00 0.00 4963.84 0.831 0.07
143.50 0.00 4963.84 0.827 0.07
144.00 0.00 4963.84 0.824 0.07
144.50 0.00 4963.83 0.821 0.07
145.00 0.00 4963.83 0.818 0.07
145.50 0.00 4963.83 0.815 0.07
146.00 0.00 4963.82 0.812 0.07
146.50 0.00 4963.82 0.809 0.07
147.00 0.00 4963.82 0.806 0.07
147.50 0.00 4963.81 0.803 0.07
148.00 0.00 4963.81 0.800 0.07
148.50 0.00 4963.81 0.797 0.07
149.00 0.00 4963.80 0.794 0.07
149.50 0.00 4963.80 0.791 0.07
150.00 0.00 4963.80 0.788 0.07
150.50 0.00 4963.79 0.785 0.07
151.00 0.00 4963.79 0.782 0.07
151.50 0.00 4963.79 0.779 0.07
152.00 0.00 4963.79 0.775 0.07
152.50 0.00 4963.78 0.772 0.07
153.00 0.00 4963.78 0.769 0.07
153.50 0.00 4963.78 0.766 0.07
154.00 0.00 4963.77 0.763 0.07
154.50 0.00 4963.77 0.760 0.07
155.00 0.00 4963.77 0.757 0.07
155.50 0.00 4963.76 0.754 0.07
156.00 0.00 4963.76 0.751 0.07
156.50 0.00 4963.76 0.748 0.07
157.00 0.00 4963.75 0.745 0.07
157.50 0.00 4963.75 0.742 0.07
158.00 0.00 4963.75 0.739 0.07
158.50 0.00 4963.74 0.736 0.07
159.00 0.00 4963.74 0.733 0.07
159.50 0.00 4963.74 0.730 0.07
160.00 0.00 4963.73 0.727 0.07
160.50 0.00 4963.73 0.724 0.07
161.00 0.00 4963.73 0.721 0.07
161.50 0.00 4963.72 0.718 0.07
162.00 0.00 4963.72 0.714 0.07
162.50 0.00 4963.72 0.711 0.07
163.00 0.00 4963.72 0.708 0.07
163.50 0.00 4963.71 0.705 0.07
164.00 0.00 4963.71 0.702 0.07
164.50 0.00 4963.71 0.699 0.07
165.00 0.00 4963.70 0.696 0.07
165.50 0.00 4963.70 0.693 0.07
166.00 0.00 4963.70 0.690 0.07
166.50 0.00 4963.69 0.687 0.07
167.00 0.00 4963.69 0.684 0.07
167.50 0.00 4963.69 0.681 0.07
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
168.00 0.00 4963.68 0.678 0.07
168.50 0.00 4963.68 0.675 0.07
169.00 0.00 4963.68 0.672 0.07
169.50 0.00 4963.67 0.669 0.07
170.00 0.00 4963.67 0.666 0.07
170.50 0.00 4963.67 0.663 0.07
171.00 0.00 4963.66 0.660 0.07
171.50 0.00 4963.66 0.657 0.07
172.00 0.00 4963.66 0.654 0.07
172.50 0.00 4963.66 0.651 0.07
173.00 0.00 4963.65 0.648 0.07
173.50 0.00 4963.65 0.645 0.07
174.00 0.00 4963.65 0.642 0.07
174.50 0.00 4963.64 0.639 0.07
175.00 0.00 4963.64 0.636 0.07
175.50 0.00 4963.64 0.633 0.07
176.00 0.00 4963.63 0.630 0.07
176.50 0.00 4963.63 0.627 0.07
177.00 0.00 4963.63 0.624 0.07
177.50 0.00 4963.62 0.621 0.07
178.00 0.00 4963.62 0.617 0.07
178.50 0.00 4963.62 0.614 0.07
179.00 0.00 4963.61 0.611 0.07
179.50 0.00 4963.61 0.608 0.07
180.00 0.00 4963.61 0.605 0.07
180.50 0.00 4963.60 0.602 0.07
181.00 0.00 4963.60 0.599 0.07
181.50 0.00 4963.60 0.596 0.07
182.00 0.00 4963.60 0.593 0.07
182.50 0.00 4963.59 0.590 0.07
183.00 0.00 4963.59 0.587 0.07
183.50 0.00 4963.59 0.584 0.07
184.00 0.00 4963.58 0.581 0.07
184.50 0.00 4963.58 0.578 0.07
185.00 0.00 4963.58 0.575 0.07
185.50 0.00 4963.57 0.572 0.07
186.00 0.00 4963.57 0.569 0.07
186.50 0.00 4963.57 0.566 0.07
187.00 0.00 4963.56 0.563 0.07
187.50 0.00 4963.56 0.560 0.07
188.00 0.00 4963.56 0.557 0.07
188.50 0.00 4963.55 0.554 0.07
189.00 0.00 4963.55 0.551 0.07
189.50 0.00 4963.55 0.548 0.07
190.00 0.00 4963.55 0.545 0.07
190.50 0.00 4963.54 0.542 0.07
191.00 0.00 4963.54 0.539 0.07
191.50 0.00 4963.54 0.536 0.07
192.00 0.00 4963.53 0.533 0.07
192.50 0.00 4963.53 0.530 0.07
193.00 0.00 4963.53 0.527 0.07
193.50 0.00 4963.52 0.524 0.07
194.00 0.00 4963.52 0.521 0.07
194.50 0.00 4963.52 0.518 0.07
195.00 0.00 4963.51 0.515 0.07
195.50 0.00 4963.51 0.512 0.07
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
196.00 0.00 4963.51 0.509 0.07
196.50 0.00 4963.50 0.506 0.07
197.00 0.00 4963.50 0.503 0.07
197.50 0.00 4963.50 0.500 0.07
198.00 0.00 4963.50 0.497 0.07
198.50 0.00 4963.49 0.494 0.07
199.00 0.00 4963.49 0.491 0.07
199.50 0.00 4963.49 0.488 0.07
PEAK DISCHARGE = 0.085 CFS - PEAK OCCURS AT HOUR 22.25
MAXIMUM WATER SURFACE ELEVATION = 4964.388
MAXIMUM STORAGE = 1.6053 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=22 CODE=1
OUTFLOW HYDROGRAPH RESERVOIR 500.00
RUNOFF VOLUME = 1.59299 INCHES = 1.2778 ACRE-FEET
PEAK DISCHARGE RATE = 0.08 CFS AT 22.250 HOURS BASIN AREA = 0.0150 SQ. MI.
*
*S
********************************************************************************
*S FULLY DEVELOPED CONDITIONS TO GO TO PUMP
*s (Adding AREAS of each basin going into pump instead of
*S adding the individual BASIN'S HYDROGRAPHS)
*S --------------------------------------------
********************************************************************************
COMPUTE NM HYD ID=25 HYD=600 DA=0.01504 SQ MI
PER A=0 B=0 C=10 D=90
TP=0.133333 HRS RAIN=-1
K = 0.072666HR TP = 0.133333HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428
UNIT PEAK = 53.428 CFS UNIT VOLUME = 0.9989 B = 526.28 P60 = 1.7800
AREA = 0.013536 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
K = 0.104878HR TP = 0.133333HR K/TP RATIO = 0.786584 SHAPE CONSTANT, N = 4.563784
UNIT PEAK = 4.4123 CFS UNIT VOLUME = 0.9988 B = 391.16 P60 = 1.7800
AREA = 0.001504 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR
RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000
PRINT HYD ID=25 CODE=1
HYDROGRAPH FROM AREA 600.00
RUNOFF VOLUME = 2.21750 INCHES = 1.7787 ACRE-FEET
PEAK DISCHARGE RATE = 39.77 CFS AT 1.500 HOURS BASIN AREA = 0.0150 SQ. MI.
*
ROUTE RESERVOIR ID=26 HYD=600.1 INFLOW ID=25 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0 0.00 4950
0.01 0.001803 4951
0.02 0.003606 4952
0.03 0.005409 4953
0.04 0.007212 4954
0.991 0.009015 4955
0.992 0.010818 4956
0.993 0.012621 4957
0.994 0.014424 4958
1.993 0.016227 4959
1.994 0.019042 4960
1.995 0.021859 4961
1.996 0.030000 4962
1.997 0.021200 4963
1.998 0.982000 4964
1.999 2.590000 4965
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4950.00 0.000 0.00
0.50 0.00 4950.00 0.000 0.00
1.00 2.34 4958.63 0.016 1.62
1.50 39.77 4963.45 0.451 2.00
2.00 5.72 4964.09 1.130 2.00
2.50 1.13 4964.11 1.166 2.00
3.00 0.33 4964.08 1.108 2.00
3.50 0.21 4964.03 1.036 2.00
4.00 0.20 4963.98 0.962 2.00
4.50 0.21 4963.90 0.888 2.00
5.00 0.23 4963.83 0.814 2.00
5.50 0.26 4963.75 0.742 2.00
6.00 0.29 4963.68 0.671 2.00
6.50 0.29 4963.60 0.601 2.00
7.00 0.29 4963.53 0.530 2.00
7.50 0.28 4963.46 0.459 2.00
8.00 0.27 4963.38 0.388 2.00
8.50 0.27 4963.31 0.317 2.00
9.00 0.26 4963.23 0.245 2.00
9.50 0.25 4963.16 0.173 2.00
10.00 0.25 4963.08 0.101 2.00
10.50 0.24 4961.86 0.029 2.00
11.00 0.24 4954.21 0.008 0.24
11.50 0.23 4954.20 0.008 0.23
12.00 0.22 4954.19 0.008 0.22
12.50 0.21 4954.18 0.008 0.22
13.00 0.21 4954.18 0.008 0.21
13.50 0.20 4954.17 0.008 0.20
14.00 0.19 4954.16 0.008 0.19
14.50 0.19 4954.16 0.007 0.19
15.00 0.18 4954.15 0.007 0.18
15.50 0.18 4954.14 0.007 0.18
16.00 0.17 4954.14 0.007 0.17
16.50 0.16 4954.13 0.007 0.16
17.00 0.16 4954.12 0.007 0.16
17.50 0.15 4954.11 0.007 0.15
18.00 0.14 4954.11 0.007 0.14
18.50 0.14 4954.10 0.007 0.14
19.00 0.13 4954.09 0.007 0.13
19.50 0.12 4954.09 0.007 0.12
20.00 0.11 4954.08 0.007 0.12
20.50 0.11 4954.07 0.007 0.11
21.00 0.10 4954.06 0.007 0.10
21.50 0.09 4954.06 0.007 0.09
22.00 0.09 4954.05 0.007 0.09
22.50 0.08 4954.04 0.007 0.08
23.00 0.07 4954.04 0.007 0.08
23.50 0.07 4954.03 0.007 0.07
24.00 0.06 4954.02 0.007 0.06
24.50 0.00 4953.52 0.006 0.04
25.00 0.00 4952.82 0.005 0.03
25.50 0.00 4952.24 0.004 0.02
26.00 0.00 4951.78 0.003 0.02
26.50 0.00 4951.42 0.003 0.01
27.00 0.00 4951.13 0.002 0.01
27.50 0.00 4950.90 0.002 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
28.00 0.00 4950.71 0.001 0.01
28.50 0.00 4950.57 0.001 0.01
29.00 0.00 4950.45 0.001 0.00
PEAK DISCHARGE = 1.998 CFS - PEAK OCCURS AT HOUR 2.35
MAXIMUM WATER SURFACE ELEVATION = 4964.117
MAXIMUM STORAGE = 1.1706 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=26 CODE=1
HYDROGRAPH FROM AREA 600.10
RUNOFF VOLUME = 2.21748 INCHES = 1.7787 ACRE-FEET
PEAK DISCHARGE RATE = 2.00 CFS AT 2.350 HOURS BASIN AREA = 0.0150 SQ. MI.
*s
********************************************************************************
********************************************************************************
*S DESIGNING TEMPorary POND IN BASIN B
*S PARTIALLY DEVELOPED CONDITIONS ADD BASINS TO GO TO PUMP
*S (BASIN A: FULLY DEVELOPED... BASIN B: UNDEVELOPED)
*S -------------------------------------------------------
********************************************************************************
*ADD HYD ID=14 HYD=301 ID=6 AND 13
*PRINT HYD ID=14 CODE=1
ADD HYD ID=40 HYD=301 ID=20 AND 13
PRINT HYD ID=40 CODE=1
HYDROGRAPH FROM AREA 301.00
RUNOFF VOLUME = 1.44355 INCHES = 1.1579 ACRE-FEET
PEAK DISCHARGE RATE = 23.45 CFS AT 1.500 HOURS BASIN AREA = 0.0150 SQ. MI.
*
ROUTE RESERVOIR ID=50 HYD=50.1 INFLOW ID=40 CODE=10
OUTFLOW (CFS) STORAGE (AC FT) ELEV
0.00 0.00 4955
0.010 0.70 4956
0.015 1.62 4957
0.025 2.81 4958
0.030 4.29 4959
0.035 6.07 4960
0.040 8.20 4961
0.045 10.69 4962
0.050 13.59 4963
* * * * * * * * * * * * * * * * *
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
0.00 0.00 4955.00 0.000 0.00
0.50 0.00 4955.00 0.000 0.00
1.00 0.81 4955.01 0.009 0.00
1.50 23.45 4955.40 0.277 0.00
2.00 3.49 4956.03 0.730 0.01
2.50 1.95 4956.15 0.834 0.01
3.00 1.65 4956.22 0.906 0.01
3.50 1.60 4956.30 0.973 0.01
4.00 1.58 4956.37 1.038 0.01
4.50 0.07 4956.38 1.050 0.01
5.00 0.08 4956.38 1.052 0.01
5.50 0.09 4956.39 1.055 0.01
6.00 0.10 4956.39 1.059 0.01
6.50 0.10 4956.39 1.063 0.01
7.00 0.10 4956.40 1.066 0.01
7.50 0.10 4956.40 1.070 0.01
8.00 0.10 4956.41 1.073 0.01
8.50 0.09 4956.41 1.077 0.01
9.00 0.09 4956.41 1.080 0.01
9.50 0.09 4956.42 1.083 0.01
10.00 0.09 4956.42 1.087 0.01
10.50 0.09 4956.42 1.090 0.01
11.00 0.08 4956.43 1.093 0.01
11.50 0.08 4956.43 1.095 0.01
12.00 0.08 4956.43 1.098 0.01
12.50 0.08 4956.44 1.101 0.01
13.00 0.07 4956.44 1.103 0.01
13.50 0.07 4956.44 1.106 0.01
14.00 0.07 4956.44 1.108 0.01
14.50 0.07 4956.45 1.110 0.01
15.00 0.06 4956.45 1.113 0.01
15.50 0.06 4956.45 1.115 0.01
16.00 0.06 4956.45 1.117 0.01
16.50 0.06 4956.46 1.119 0.01
17.00 0.05 4956.46 1.120 0.01
17.50 0.05 4956.46 1.122 0.01
18.00 0.05 4956.46 1.124 0.01
18.50 0.05 4956.46 1.125 0.01
19.00 0.04 4956.46 1.127 0.01
19.50 0.04 4956.47 1.128 0.01
20.00 0.04 4956.47 1.129 0.01
20.50 0.04 4956.47 1.130 0.01
21.00 0.04 4956.47 1.131 0.01
21.50 0.03 4956.47 1.132 0.01
22.00 0.03 4956.47 1.133 0.01
22.50 0.03 4956.47 1.134 0.01
23.00 0.03 4956.47 1.134 0.01
23.50 0.02 4956.47 1.135 0.01
24.00 0.02 4956.47 1.135 0.01
24.50 0.00 4956.47 1.135 0.01
25.00 0.00 4956.47 1.135 0.01
25.50 0.00 4956.47 1.134 0.01
26.00 0.00 4956.47 1.134 0.01
26.50 0.00 4956.47 1.133 0.01
27.00 0.00 4956.47 1.132 0.01
27.50 0.00 4956.47 1.132 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
28.00 0.00 4956.47 1.131 0.01
28.50 0.00 4956.47 1.131 0.01
29.00 0.00 4956.47 1.130 0.01
29.50 0.00 4956.47 1.130 0.01
30.00 0.00 4956.47 1.129 0.01
30.50 0.00 4956.47 1.129 0.01
31.00 0.00 4956.47 1.128 0.01
31.50 0.00 4956.47 1.128 0.01
32.00 0.00 4956.46 1.127 0.01
32.50 0.00 4956.46 1.127 0.01
33.00 0.00 4956.46 1.126 0.01
33.50 0.00 4956.46 1.126 0.01
34.00 0.00 4956.46 1.125 0.01
34.50 0.00 4956.46 1.125 0.01
35.00 0.00 4956.46 1.124 0.01
35.50 0.00 4956.46 1.124 0.01
36.00 0.00 4956.46 1.123 0.01
36.50 0.00 4956.46 1.123 0.01
37.00 0.00 4956.46 1.122 0.01
37.50 0.00 4956.46 1.122 0.01
38.00 0.00 4956.46 1.121 0.01
38.50 0.00 4956.46 1.121 0.01
39.00 0.00 4956.46 1.120 0.01
39.50 0.00 4956.46 1.120 0.01
40.00 0.00 4956.46 1.119 0.01
40.50 0.00 4956.46 1.119 0.01
41.00 0.00 4956.45 1.118 0.01
41.50 0.00 4956.45 1.118 0.01
42.00 0.00 4956.45 1.117 0.01
42.50 0.00 4956.45 1.117 0.01
43.00 0.00 4956.45 1.116 0.01
43.50 0.00 4956.45 1.116 0.01
44.00 0.00 4956.45 1.115 0.01
44.50 0.00 4956.45 1.115 0.01
45.00 0.00 4956.45 1.114 0.01
45.50 0.00 4956.45 1.114 0.01
46.00 0.00 4956.45 1.113 0.01
46.50 0.00 4956.45 1.113 0.01
47.00 0.00 4956.45 1.112 0.01
47.50 0.00 4956.45 1.112 0.01
48.00 0.00 4956.45 1.111 0.01
48.50 0.00 4956.45 1.111 0.01
49.00 0.00 4956.45 1.110 0.01
49.50 0.00 4956.45 1.110 0.01
50.00 0.00 4956.44 1.109 0.01
50.50 0.00 4956.44 1.109 0.01
51.00 0.00 4956.44 1.108 0.01
51.50 0.00 4956.44 1.108 0.01
52.00 0.00 4956.44 1.107 0.01
52.50 0.00 4956.44 1.107 0.01
53.00 0.00 4956.44 1.106 0.01
53.50 0.00 4956.44 1.106 0.01
54.00 0.00 4956.44 1.105 0.01
54.50 0.00 4956.44 1.105 0.01
55.00 0.00 4956.44 1.104 0.01
55.50 0.00 4956.44 1.104 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
56.00 0.00 4956.44 1.103 0.01
56.50 0.00 4956.44 1.103 0.01
57.00 0.00 4956.44 1.102 0.01
57.50 0.00 4956.44 1.102 0.01
58.00 0.00 4956.44 1.101 0.01
58.50 0.00 4956.44 1.101 0.01
59.00 0.00 4956.44 1.100 0.01
59.50 0.00 4956.43 1.100 0.01
60.00 0.00 4956.43 1.099 0.01
60.50 0.00 4956.43 1.099 0.01
61.00 0.00 4956.43 1.098 0.01
61.50 0.00 4956.43 1.098 0.01
62.00 0.00 4956.43 1.097 0.01
62.50 0.00 4956.43 1.097 0.01
63.00 0.00 4956.43 1.096 0.01
63.50 0.00 4956.43 1.096 0.01
64.00 0.00 4956.43 1.095 0.01
64.50 0.00 4956.43 1.095 0.01
65.00 0.00 4956.43 1.094 0.01
65.50 0.00 4956.43 1.094 0.01
66.00 0.00 4956.43 1.093 0.01
66.50 0.00 4956.43 1.093 0.01
67.00 0.00 4956.43 1.092 0.01
67.50 0.00 4956.43 1.092 0.01
68.00 0.00 4956.42 1.091 0.01
68.50 0.00 4956.42 1.091 0.01
69.00 0.00 4956.42 1.090 0.01
69.50 0.00 4956.42 1.090 0.01
70.00 0.00 4956.42 1.089 0.01
70.50 0.00 4956.42 1.089 0.01
71.00 0.00 4956.42 1.088 0.01
71.50 0.00 4956.42 1.088 0.01
72.00 0.00 4956.42 1.087 0.01
72.50 0.00 4956.42 1.087 0.01
73.00 0.00 4956.42 1.086 0.01
73.50 0.00 4956.42 1.086 0.01
74.00 0.00 4956.42 1.085 0.01
74.50 0.00 4956.42 1.085 0.01
75.00 0.00 4956.42 1.084 0.01
75.50 0.00 4956.42 1.084 0.01
76.00 0.00 4956.42 1.083 0.01
76.50 0.00 4956.42 1.083 0.01
77.00 0.00 4956.42 1.082 0.01
77.50 0.00 4956.41 1.082 0.01
78.00 0.00 4956.41 1.081 0.01
78.50 0.00 4956.41 1.081 0.01
79.00 0.00 4956.41 1.080 0.01
79.50 0.00 4956.41 1.080 0.01
80.00 0.00 4956.41 1.079 0.01
80.50 0.00 4956.41 1.079 0.01
81.00 0.00 4956.41 1.078 0.01
81.50 0.00 4956.41 1.078 0.01
82.00 0.00 4956.41 1.077 0.01
82.50 0.00 4956.41 1.077 0.01
83.00 0.00 4956.41 1.076 0.01
83.50 0.00 4956.41 1.076 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
84.00 0.00 4956.41 1.075 0.01
84.50 0.00 4956.41 1.075 0.01
85.00 0.00 4956.41 1.074 0.01
85.50 0.00 4956.41 1.074 0.01
86.00 0.00 4956.41 1.073 0.01
86.50 0.00 4956.40 1.073 0.01
87.00 0.00 4956.40 1.072 0.01
87.50 0.00 4956.40 1.072 0.01
88.00 0.00 4956.40 1.071 0.01
88.50 0.00 4956.40 1.071 0.01
89.00 0.00 4956.40 1.070 0.01
89.50 0.00 4956.40 1.070 0.01
90.00 0.00 4956.40 1.069 0.01
90.50 0.00 4956.40 1.069 0.01
91.00 0.00 4956.40 1.068 0.01
91.50 0.00 4956.40 1.068 0.01
92.00 0.00 4956.40 1.067 0.01
92.50 0.00 4956.40 1.067 0.01
93.00 0.00 4956.40 1.066 0.01
93.50 0.00 4956.40 1.066 0.01
94.00 0.00 4956.40 1.065 0.01
94.50 0.00 4956.40 1.065 0.01
95.00 0.00 4956.40 1.064 0.01
95.50 0.00 4956.40 1.064 0.01
96.00 0.00 4956.39 1.063 0.01
96.50 0.00 4956.39 1.063 0.01
97.00 0.00 4956.39 1.062 0.01
97.50 0.00 4956.39 1.062 0.01
98.00 0.00 4956.39 1.061 0.01
98.50 0.00 4956.39 1.061 0.01
99.00 0.00 4956.39 1.060 0.01
99.50 0.00 4956.39 1.060 0.01
100.00 0.00 4956.39 1.059 0.01
100.50 0.00 4956.39 1.059 0.01
101.00 0.00 4956.39 1.058 0.01
101.50 0.00 4956.39 1.058 0.01
102.00 0.00 4956.39 1.057 0.01
102.50 0.00 4956.39 1.057 0.01
103.00 0.00 4956.39 1.056 0.01
103.50 0.00 4956.39 1.056 0.01
104.00 0.00 4956.39 1.055 0.01
104.50 0.00 4956.39 1.055 0.01
105.00 0.00 4956.39 1.054 0.01
105.50 0.00 4956.38 1.054 0.01
106.00 0.00 4956.38 1.053 0.01
106.50 0.00 4956.38 1.053 0.01
107.00 0.00 4956.38 1.052 0.01
107.50 0.00 4956.38 1.052 0.01
108.00 0.00 4956.38 1.051 0.01
108.50 0.00 4956.38 1.051 0.01
109.00 0.00 4956.38 1.050 0.01
109.50 0.00 4956.38 1.050 0.01
110.00 0.00 4956.38 1.049 0.01
110.50 0.00 4956.38 1.049 0.01
111.00 0.00 4956.38 1.048 0.01
111.50 0.00 4956.38 1.048 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
112.00 0.00 4956.38 1.047 0.01
112.50 0.00 4956.38 1.047 0.01
113.00 0.00 4956.38 1.046 0.01
113.50 0.00 4956.38 1.046 0.01
114.00 0.00 4956.38 1.045 0.01
114.50 0.00 4956.38 1.045 0.01
115.00 0.00 4956.37 1.044 0.01
115.50 0.00 4956.37 1.044 0.01
116.00 0.00 4956.37 1.043 0.01
116.50 0.00 4956.37 1.043 0.01
117.00 0.00 4956.37 1.042 0.01
117.50 0.00 4956.37 1.042 0.01
118.00 0.00 4956.37 1.041 0.01
118.50 0.00 4956.37 1.041 0.01
119.00 0.00 4956.37 1.041 0.01
119.50 0.00 4956.37 1.040 0.01
120.00 0.00 4956.37 1.040 0.01
120.50 0.00 4956.37 1.039 0.01
121.00 0.00 4956.37 1.039 0.01
121.50 0.00 4956.37 1.038 0.01
122.00 0.00 4956.37 1.038 0.01
122.50 0.00 4956.37 1.037 0.01
123.00 0.00 4956.37 1.037 0.01
123.50 0.00 4956.37 1.036 0.01
124.00 0.00 4956.36 1.036 0.01
124.50 0.00 4956.36 1.035 0.01
125.00 0.00 4956.36 1.035 0.01
125.50 0.00 4956.36 1.034 0.01
126.00 0.00 4956.36 1.034 0.01
126.50 0.00 4956.36 1.033 0.01
127.00 0.00 4956.36 1.033 0.01
127.50 0.00 4956.36 1.032 0.01
128.00 0.00 4956.36 1.032 0.01
128.50 0.00 4956.36 1.031 0.01
129.00 0.00 4956.36 1.031 0.01
129.50 0.00 4956.36 1.030 0.01
130.00 0.00 4956.36 1.030 0.01
130.50 0.00 4956.36 1.029 0.01
131.00 0.00 4956.36 1.029 0.01
131.50 0.00 4956.36 1.028 0.01
132.00 0.00 4956.36 1.028 0.01
132.50 0.00 4956.36 1.027 0.01
133.00 0.00 4956.36 1.027 0.01
133.50 0.00 4956.35 1.026 0.01
134.00 0.00 4956.35 1.026 0.01
134.50 0.00 4956.35 1.025 0.01
135.00 0.00 4956.35 1.025 0.01
135.50 0.00 4956.35 1.024 0.01
136.00 0.00 4956.35 1.024 0.01
136.50 0.00 4956.35 1.023 0.01
137.00 0.00 4956.35 1.023 0.01
137.50 0.00 4956.35 1.022 0.01
138.00 0.00 4956.35 1.022 0.01
138.50 0.00 4956.35 1.021 0.01
139.00 0.00 4956.35 1.021 0.01
139.50 0.00 4956.35 1.021 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
140.00 0.00 4956.35 1.020 0.01
140.50 0.00 4956.35 1.020 0.01
141.00 0.00 4956.35 1.019 0.01
141.50 0.00 4956.35 1.019 0.01
142.00 0.00 4956.35 1.018 0.01
142.50 0.00 4956.35 1.018 0.01
143.00 0.00 4956.34 1.017 0.01
143.50 0.00 4956.34 1.017 0.01
144.00 0.00 4956.34 1.016 0.01
144.50 0.00 4956.34 1.016 0.01
145.00 0.00 4956.34 1.015 0.01
145.50 0.00 4956.34 1.015 0.01
146.00 0.00 4956.34 1.014 0.01
146.50 0.00 4956.34 1.014 0.01
147.00 0.00 4956.34 1.013 0.01
147.50 0.00 4956.34 1.013 0.01
148.00 0.00 4956.34 1.012 0.01
148.50 0.00 4956.34 1.012 0.01
149.00 0.00 4956.34 1.011 0.01
149.50 0.00 4956.34 1.011 0.01
150.00 0.00 4956.34 1.010 0.01
150.50 0.00 4956.34 1.010 0.01
151.00 0.00 4956.34 1.009 0.01
151.50 0.00 4956.34 1.009 0.01
152.00 0.00 4956.34 1.008 0.01
152.50 0.00 4956.33 1.008 0.01
153.00 0.00 4956.33 1.007 0.01
153.50 0.00 4956.33 1.007 0.01
154.00 0.00 4956.33 1.006 0.01
154.50 0.00 4956.33 1.006 0.01
155.00 0.00 4956.33 1.006 0.01
155.50 0.00 4956.33 1.005 0.01
156.00 0.00 4956.33 1.005 0.01
156.50 0.00 4956.33 1.004 0.01
157.00 0.00 4956.33 1.004 0.01
157.50 0.00 4956.33 1.003 0.01
158.00 0.00 4956.33 1.003 0.01
158.50 0.00 4956.33 1.002 0.01
159.00 0.00 4956.33 1.002 0.01
159.50 0.00 4956.33 1.001 0.01
160.00 0.00 4956.33 1.001 0.01
160.50 0.00 4956.33 1.000 0.01
161.00 0.00 4956.33 1.000 0.01
161.50 0.00 4956.33 0.999 0.01
162.00 0.00 4956.32 0.999 0.01
162.50 0.00 4956.32 0.998 0.01
163.00 0.00 4956.32 0.998 0.01
163.50 0.00 4956.32 0.997 0.01
164.00 0.00 4956.32 0.997 0.01
164.50 0.00 4956.32 0.996 0.01
165.00 0.00 4956.32 0.996 0.01
165.50 0.00 4956.32 0.995 0.01
166.00 0.00 4956.32 0.995 0.01
166.50 0.00 4956.32 0.994 0.01
167.00 0.00 4956.32 0.994 0.01
167.50 0.00 4956.32 0.994 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
168.00 0.00 4956.32 0.993 0.01
168.50 0.00 4956.32 0.993 0.01
169.00 0.00 4956.32 0.992 0.01
169.50 0.00 4956.32 0.992 0.01
170.00 0.00 4956.32 0.991 0.01
170.50 0.00 4956.32 0.991 0.01
171.00 0.00 4956.32 0.990 0.01
171.50 0.00 4956.31 0.990 0.01
172.00 0.00 4956.31 0.989 0.01
172.50 0.00 4956.31 0.989 0.01
173.00 0.00 4956.31 0.988 0.01
173.50 0.00 4956.31 0.988 0.01
174.00 0.00 4956.31 0.987 0.01
174.50 0.00 4956.31 0.987 0.01
175.00 0.00 4956.31 0.986 0.01
175.50 0.00 4956.31 0.986 0.01
176.00 0.00 4956.31 0.985 0.01
176.50 0.00 4956.31 0.985 0.01
177.00 0.00 4956.31 0.984 0.01
177.50 0.00 4956.31 0.984 0.01
178.00 0.00 4956.31 0.983 0.01
178.50 0.00 4956.31 0.983 0.01
179.00 0.00 4956.31 0.983 0.01
179.50 0.00 4956.31 0.982 0.01
180.00 0.00 4956.31 0.982 0.01
180.50 0.00 4956.31 0.981 0.01
181.00 0.00 4956.31 0.981 0.01
181.50 0.00 4956.30 0.980 0.01
182.00 0.00 4956.30 0.980 0.01
182.50 0.00 4956.30 0.979 0.01
183.00 0.00 4956.30 0.979 0.01
183.50 0.00 4956.30 0.978 0.01
184.00 0.00 4956.30 0.978 0.01
184.50 0.00 4956.30 0.977 0.01
185.00 0.00 4956.30 0.977 0.01
185.50 0.00 4956.30 0.976 0.01
186.00 0.00 4956.30 0.976 0.01
186.50 0.00 4956.30 0.975 0.01
187.00 0.00 4956.30 0.975 0.01
187.50 0.00 4956.30 0.974 0.01
188.00 0.00 4956.30 0.974 0.01
188.50 0.00 4956.30 0.973 0.01
189.00 0.00 4956.30 0.973 0.01
189.50 0.00 4956.30 0.973 0.01
190.00 0.00 4956.30 0.972 0.01
190.50 0.00 4956.30 0.972 0.01
191.00 0.00 4956.29 0.971 0.01
191.50 0.00 4956.29 0.971 0.01
192.00 0.00 4956.29 0.970 0.01
192.50 0.00 4956.29 0.970 0.01
193.00 0.00 4956.29 0.969 0.01
193.50 0.00 4956.29 0.969 0.01
194.00 0.00 4956.29 0.968 0.01
194.50 0.00 4956.29 0.968 0.01
195.00 0.00 4956.29 0.967 0.01
195.50 0.00 4956.29 0.967 0.01
TIME INFLOW ELEV VOLUME OUTFLOW
(HRS) (CFS) (FEET) (AC-FT) (CFS)
196.00 0.00 4956.29 0.966 0.01
196.50 0.00 4956.29 0.966 0.01
197.00 0.00 4956.29 0.965 0.01
197.50 0.00 4956.29 0.965 0.01
198.00 0.00 4956.29 0.964 0.01
198.50 0.00 4956.29 0.964 0.01
199.00 0.00 4956.29 0.964 0.01
199.50 0.00 4956.29 0.963 0.01
PEAK DISCHARGE = 0.012 CFS - PEAK OCCURS AT HOUR 24.10
MAXIMUM WATER SURFACE ELEVATION = 4956.473
MAXIMUM STORAGE = 1.1353 AC-FT INCREMENTAL TIME= 0.050000HRS
*
PRINT HYD ID=50 CODE=1
OUTFLOW HYDROGRAPH REACH 50.10
RUNOFF VOLUME = 0.24347 INCHES = 0.1953 ACRE-FEET
PEAK DISCHARGE RATE = 0.01 CFS AT 24.100 HOURS BASIN AREA = 0.0150 SQ. MI.
FINISH
NORMAL PROGRAM FINISH END TIME (HR:MIN:SEC) = 13:25:32
�(s0p10h4099T�&l6D