* AMOLE HUBBELL DRAINAGE MANAGEMENT PLAN UPDATE * Drainage Basin Analysis *S "EXISTING" CONDITION MODEL FOR Amole Basin * START TIME=0.0 PUNCH CODE=0 PRINT CODE=0 LOCATION ALBUQUERQUE * * RAINFALL FROM NOAA COA DEVELOPMENT PROCESS MANUAL *S RAINFALL DATA FROM NOAA ATLAS 14 *S************************************************************************* *S 100 YEAR 24HR STORM RAINFALL TYPE=2 QUARTER=1.46 IN HOUR= 1.81 IN SIX HR= 2.25 IN DAY= 2.57 IN DT=0.033333 * * ****Adding Sediment Bulk Factor to all Basins SEDIMENT BULK CODE=1 BULK FACTOR=1.06 * * *S******************************************************************************** *S********** 98TH & CENTRAL BASIN *S******************************************************************************** * *** Sub-BASIN NE101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3653 FT SLOPE=0.048 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE101 DA=0.14521 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE101 to Sub-Basin NE110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.030 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE101RT INFLOW ID=1 DT=0 HR LENGTH=3110 FT NS=0 SLOPE=0.030 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3483 FT SLOPE=0.026 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE110 DA=0.12985 SQ MI PER A=22.1 PER B=11 PER C=21 PER D=45.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE101Rt + NE110) ADD HYD ID=10 HYD NO=NE110SUM ID I=2 ID II=1 PRINT HYD ID=10 CODE=1 * * ***************************************************************************** * * *** Sub-BASIN NE105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2509 FT SLOPE=0.037 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE105 DA=0.08439 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd NE105 through PondNE1 * ROUTE RESERVOIR ID=30 HYD NO=PondNE1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5260 5 1.061 5262 14 2.542 5264 * * ****Route HYD PONDNE1 to Sub-Basin NE106 *S MIGHT NEED TO CHANGE ROUTE TO PIPE COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.026 FP SLP=0.01 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=1 HYD NO=PONDNE1RT INFLOW ID=30 DT=0 HR LENGTH=780 FT NS=0 SLOPE=0.026 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN NE106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2718 FT SLOPE=0.032 K=0.7 COMPUTE NM HYD ID=2 HYD NO=NE106 DA=0.05741 SQ MI PER A=35.8 PER B=6.4 PER C=6.4 PER D=51.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PONDNE1RT + NE106) ADD HYD ID=1 HYD NO=NE106SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APNE1 * ****Route HYD NE106SUM to Sub-Basin TS109 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=NE106SUMRt INFLOW ID=1 DT=0 HR LENGTH=1240 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * ************************************************************************** * *** Sub-BASIN NE104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2803 FT SLOPE=0.036 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE104 DA=0.04197 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE104 to Sub-Basin NE106 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.030 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=NE104RT INFLOW ID=1 DT=0 HR LENGTH=1410 FT NS=0 SLOPE=0.030 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (NE106SUMRT + NE104RT) ADD HYD ID=1 HYD NO=NE109SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN NE109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1407 FT SLOPE=0.030 K=0.7 COMPUTE NM HYD ID=2 HYD NO=NE109 DA=0.04336 SQ MI PER A=65.5 PER B=7.5 PER C=7.5 PER D=19.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (NE109SUMA + NE109) ADD HYD ID=1 HYD NO=NE109SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APNE2 * * Total Flow from Basin (NE110SUM + NE109SUMB) ADD HYD ID=10 HYD NO=PONDNE3SUMA ID I=10 ID II=1 PRINT HYD ID=10 CODE=1 * * ********************************************************************** * * *** Sub-BASIN NE102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2025 FT SLOPE=0.048 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE102 DA=0.07604 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE102 to Sub-Basin NE107 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.033 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE102RT INFLOW ID=1 DT=0 HR LENGTH=1100 FT NS=0 SLOPE=0.033 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1285 FT SLOPE=0.037 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE107 DA=0.04325 SQ MI PER A=70.3 PER B=11.6 PER C=11.7 PER D=6.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE102RT + NE107) ADD HYD ID=1 HYD NO=NE107SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APNE3 * ****Route HYD NE107SUM to Sub-Basin NE108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.029 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE107RT INFLOW ID=1 DT=0 HR LENGTH=1300 FT NS=0 SLOPE=0.029 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2330 FT SLOPE=0.041 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE103 DA=0.06441 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE103 to Sub-Basin NE108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.031 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=NE103RT INFLOW ID=1 DT=0 HR LENGTH=1490 FT NS=0 SLOPE=0.031 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (NE107RT + NE103RT) ADD HYD ID=1 HYD NO=NE108SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN NE108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1486 FT SLOPE=0.030 K=0.7 COMPUTE NM HYD ID=2 HYD NO=NE108 DA=0.04522 SQ MI PER A=66.9 PER B=13.1 PER C=13.2 PER D=6.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (NE108SUMA + NE108) ADD HYD ID=1 HYD NO=NE108SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APNE4 * ****Route HYD NE108SUMB to Sub-Basin NE111 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.023 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE108SUMBRT INFLOW ID=1 DT=0 HR LENGTH=610 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=936 FT SLOPE=0.005 K=0.7 COMPUTE NM HYD ID=1 HYD NO=NE111 DA=0.02356 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE108SUMBRT + NE111) ADD HYD ID=1 HYD NO=NE111SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd NE111 through PondNE2 * ROUTE RESERVOIR ID=30 HYD NO=PondNE2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5204.21 3 0.287 5205 13 1.532 5206 25 3.486 5207 42 7.543 5209 52 11.939 5211 64 16.689 5213 72 21.805 5215 80 27.301 5217 88 33.189 5219 90 39.483 5221 91 46.197 5223 968 49.715 5224 2615 53.343 5225 4809 57.082 5226 * *S RATING CURVE FROM PLAN SET ADN SD FACILITIES *S TB DRAINAGE FACILITIES PHASE IIIC JUNE 1995 *S * * * Total Flow from Basin (PONDNE3SUMA + PondNE2) ADD HYD ID=1 HYD NO=PONDNE3SUMB ID I=10 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PONDNE3SUMB through PondNE3 * ROUTE RESERVOIR ID=30 HYD NO=NEBASIN INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5201 5 0.934 5202 6 3.359 5203 27 6.08 5204 43 11.813 5206 55 17.946 5208 64 24.492 5210 72 31.465 5212 1137 35.115 5213 3122 38.877 5214 7217 44.733 5215.5 * *S RATING CURVE FROM PLAN SET ADN SD FACILITIES *S TB DRAINAGE FACILITIES PHASE IIIC JUNE 1995 *S * * ***Route HYD NEBASIN to Sub-Basin TB107 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.023 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=41 HYD NO=NEBASINRT INFLOW ID=30 DT=0 HR LENGTH=1735 FT NS=0 SLOPE=0.023 * PRINT HYD ID=41 CODE=1 * * *S******************************************************************************** *S********** END OF 98TH & CENTRAL BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** UNSER-214 BASIN *S******************************************************************************** * * * *** Sub-BASIN U101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1692 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U101 DA=0.04564 SQ MI PER A=20.8 PER B=5.8 PER C=5.8 PER D=16.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd U101 through PondU6 * ROUTE RESERVOIR ID=30 HYD NO=PondU6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5470 4 0.14 5471 6.2 0.83 5472 7.9 1.77 5473 9.2 2.79 5474 10.4 3.87 5475 11.5 5.04 5476 79.5 6.27 5477 86.1 7.46 5477.9 93.2 9.01 5479 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * * * *S *S RECALL HYD Below From West I-40 DMP by BHI *S Folder File WI40IN17.PUN *S Offsite flows from I-40 Diversion into the Unser/214 Basin *s * RECALL HYD ID=89 HYD=48"PIPE DT= .050000 HRS DA= 12.9759 SQ MI PEAK= 108.000CFS RO= .2011 INCHES NO PTS=600 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .002 .063 .917 5.747 17.512 45.974 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 108.000 107.632 106.559 105.457 104.320 103.149 101.950 100.717 99.453 98.168 96.876 95.601 94.386 93.276 92.284 91.388 90.544 89.707 88.850 87.963 87.044 86.095 85.118 84.116 83.095 82.057 80.990 79.790 78.179 76.052 74.105 72.841 71.328 69.284 67.560 66.112 65.007 64.057 63.068 62.326 61.494 60.806 60.086 59.451 58.814 58.253 57.704 57.205 56.700 56.229 55.754 55.300 54.836 54.379 53.917 53.465 53.013 52.565 52.113 51.666 51.225 50.793 50.361 49.926 49.494 49.072 48.650 48.232 47.827 47.424 47.025 46.632 46.246 45.861 45.479 45.102 44.728 44.365 44.009 43.657 43.315 42.976 42.636 42.300 41.971 41.651 41.346 41.048 40.747 40.450 40.162 39.888 39.639 39.418 39.217 39.024 38.839 38.666 38.500 38.333 38.162 37.994 37.832 37.671 37.508 37.346 37.190 37.033 36.875 36.718 36.564 36.410 36.257 36.107 35.960 35.813 35.663 35.519 35.378 35.234 35.095 34.959 34.823 34.691 34.559 34.426 34.296 34.168 34.042 33.920 33.807 33.694 33.578 33.460 33.344 33.233 33.133 33.057 33.008 32.965 32.911 32.859 32.811 32.758 32.703 32.638 32.572 32.511 32.451 32.381 32.309 32.243 32.173 32.101 32.029 31.961 31.896 31.827 31.755 31.682 31.611 31.539 31.469 31.397 31.322 31.254 31.190 31.125 31.058 30.988 30.922 30.856 30.783 30.713 30.652 30.592 30.529 30.465 30.399 30.337 30.283 30.229 30.171 30.112 30.054 29.997 29.942 29.887 29.832 29.779 29.727 29.676 29.626 29.578 29.528 29.471 29.418 29.371 29.325 29.279 29.229 29.182 29.139 29.097 29.050 29.005 28.965 28.924 28.880 28.837 28.800 28.759 28.718 28.676 28.637 28.597 28.560 28.523 28.488 28.451 28.416 28.382 28.350 28.317 28.284 28.251 28.219 28.186 28.147 28.113 28.083 28.051 28.021 27.993 27.962 27.929 27.903 27.879 27.847 27.815 27.786 27.761 27.738 27.712 27.682 27.654 27.625 27.598 27.570 27.544 27.521 27.503 27.484 27.460 27.432 27.400 27.369 27.344 27.326 27.307 27.286 27.267 27.247 27.224 27.201 27.178 27.152 27.126 27.107 27.090 27.071 27.047 27.022 27.000 26.982 26.959 26.928 26.847 26.721 26.599 26.506 26.440 26.395 26.362 26.329 26.287 26.222 26.129 26.025 25.924 25.816 25.702 25.592 25.475 25.341 25.187 25.017 24.849 24.693 24.557 24.445 24.353 24.278 24.213 24.157 24.110 24.069 24.033 23.999 23.968 23.938 23.909 23.881 23.854 23.829 23.804 23.780 23.758 23.736 23.714 23.693 23.673 23.654 23.635 23.616 23.597 23.580 23.563 23.546 23.530 23.514 23.498 23.482 23.467 23.451 23.435 23.418 23.401 23.383 23.366 23.349 23.332 23.317 23.301 23.286 23.272 23.259 23.245 23.232 23.219 23.206 23.194 23.181 23.168 23.155 23.143 23.131 23.119 23.107 23.095 23.083 23.071 23.060 23.048 23.036 23.024 23.012 23.000 22.989 22.977 22.966 22.955 22.944 22.933 22.921 22.910 22.899 22.888 22.877 22.866 22.855 22.844 22.833 22.822 22.811 22.800 22.789 22.778 22.767 22.756 22.746 22.735 *S *S END of RECALL HYD *S PRINT HYD ID=89 CODE=1 * * ****Route HYD UDIVB to Sub-Basin U102 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.023 FP SLP=0.04 N=0.03 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=1 HYD NO=UDIVRT INFLOW ID=89 DT=0 HR LENGTH=2590 FT NS=0 SLOPE=0.023 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN U102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1420 FT SLOPE=0.019 K=2.0 LENGTH=2587 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=2 HYD NO=U102 DA=0.12975 SQ MI PER A=54 PER B=6 PER C=33.7 PER D=6.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (UDIVRT + U102) ADD HYD ID=1 HYD NO=U102SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U102SUMB through PondU5 * ROUTE RESERVOIR ID=31 HYD NO=PondU5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5460 4 0.02 5461 6.5 0.37 5462 8.2 0.76 5463 9.7 1.19 5464 41.6 1.42 5464.5 93 1.66 5465 106.3 1.89 5465.5 116.7 2.12 5466 132.6 2.74 5467 146.8 3.35 5468 157.2 3.87 5468.8 160 4.01 5469 172 4.73 5470 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * * * Total Flow from Basin (PONDU6 + U102SUMA) ADD HYD ID=1 HYD NO=U102SUMB ID I=30 ID II=31 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PondU5 through PondU4 * ROUTE RESERVOIR ID=31 HYD NO=PondU4 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5447 0.1 0.08 5448 3 0.51 5449 5.7 1.30 5450 7.5 2.29 5451 8.7 3.26 5451.9 11.7 3.37 5452 50.6 3.94 5452.5 92.5 4.52 5453 104.3 5.76 5454 115.9 7.18 5455.1 124.6 8.51 5456 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * *** Sub-BASIN U103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1615 FT SLOPE=0.019 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U103 DA=0.05310 SQ MI PER A=10 PER B=19.3 PER C=20.2 PER D=50.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondU4 + U103) ADD HYD ID=1 HYD NO=U103SUM ID I=31 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U103SUM through PondU3 * ROUTE RESERVOIR ID=30 HYD NO=PondU3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5443 0.1 0.07 5444 1.5 0.50 5445 5.1 1.04 5446 7.0 1.64 5447 7.8 1.97 5447.5 39.8 2.30 5448 85.9 2.65 5448.5 92.4 3.01 5449 104.3 3.78 5450 114.4 4.61 5451 116.2 4.79 5451.2 123.4 5.51 5452.2 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * ****Route Hyd PondU3 through PondU2 * ROUTE RESERVOIR ID=31 HYD NO=PondU2 INFLOW ID=30 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5437.9 0.1 0.0 5438 0.2 0.18 5439 0.3 0.73 5440 3.4 1.57 5441 5.9 2.50 5442 7.6 3.56 5443 9.0 4.68 5444 10 5.88 5444.8 18.1 6.52 5445.5 127.2 7.16 5446 154.6 8.52 5447 165 9.83 5447.9 176.8 11.51 5448.9 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * *** Sub-BASIN U104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1544 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U104 DA=0.04966 SQ MI PER A=13.9 PER B=18.7 PER C=19.5 PER D=47.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd U104 through PondU7 * ROUTE RESERVOIR ID=30 HYD NO=PondU7 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5140 11.7 0.064 5142 23.3 0.233 5144 26 0.497 5146 32.3 0.859 5148 36 1.334 5150 50 1.60 5151 * *S Pond Rating Curve from Avalon Report Feb. 1998 stated pond release of 35.8cfs. *S Sub-Basin U104 drains to pond in analysis; however, *S The pond respective watershed is smaller, thus the higher release from pond. *S * * Total Flow from Basin (PondU2 + PondU7) ADD HYD ID=1 HYD NO=U104SUM ID I=31 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U104SUM through PondU1 * ROUTE RESERVOIR ID=30 HYD NO=PondU1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5433.5 0.1 0.0 5434 4 0.29 5435 6.3 0.86 5436 7.9 1.54 5437 9.3 2.27 5438 10.4 3.07 5439 11.5 3.94 5440 12.5 4.87 5441 101.5 5.87 5442 118.6 6.94 5443 124.6 7.96 5443.9 131.5 9.29 5445 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * ****Route HYD PondU1 to Sub-Basin U107 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondU1Rt INFLOW ID=30 DT=0 HR LENGTH=1245 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN U107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1375 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=2 HYD NO=U107 DA=0.04490 SQ MI PER A=0 PER B=18 PER C=18 PER D=64 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondU1Rt + U107) ADD HYD ID=1 HYD NO=U107SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APU2 * ****Route HYD U107SUM to Sub-Basin U108 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=U107SUMRt INFLOW ID=1 DT=0 HR LENGTH=1275 FT NS=0 SLOPE=0.015 * PRINT HYD ID=10 CODE=1 * ******************************************************** * * *** Sub-BASIN U105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2028 FT SLOPE=0.017 K=0.7 COMPUTE NM HYD ID=1 HYD NO=U105 DA=0.07840 SQ MI PER A=72.9 PER B=8.7 PER C=8.7 PER D=9.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD U105 to Sub-Basin U106 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=U105Rt INFLOW ID=1 DT=0 HR LENGTH=1695 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2490 FT SLOPE=0.014 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U106 DA=0.09647 SQ MI PER A=22.2 PER B=14.3 PER C=15 PER D=48.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (U105Rt + U106) ADD HYD ID=1 HYD NO=U106SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APU3 * ****Route HYD U106SUM to Sub-Basin U109 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=U106SUMRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1385 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U108 DA=0.03975 SQ MI PER A=0 PER B=11.9 PER C=31.6 PER D=56.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (U106 + U108) ADD HYD ID=1 HYD NO=U108SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN U109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=630 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=2 HYD NO=U109 DA=0.03339 SQ MI PER A=0 PER B=7.1 PER C=34.7 PER D=58.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (U108 + U109) ADD HYD ID=1 HYD NO=U109SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U109SUMCB through POND U214 * ROUTE RESERVOIR ID=30 HYD NO=PONDU214 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5096 81 3.04 5098 126 7.77 5100 143 13.88 5102 * * Total Flow from Basin (U109SUMCB + U214) ADD HYD ID=1 HYD NO=UBASIN ID I=10 ID II=30 PRINT HYD ID=1 CODE=1 * *S APU4 * * ***Route HYD UNBASIN to Sub-Basin TB112 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=42 HYD NO=UNBASINRT INFLOW ID=1 DT=0 HR LENGTH=1120 FT NS=0 SLOPE=0.01 * PRINT HYD ID=42 CODE=1 * * *S******************************************************************************** *S********** END OF UNSER-214 BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** TIERRA BAYITA BASIN *S******************************************************************************** * *** Sub-BASIN TB101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3390 FT SLOPE=0.029 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB101 DA=0.06013 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * *S APTB1 * ****Route HYD TB101 to Sub-Basin TB102 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.024 FP SLP=0.04 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TB101RT INFLOW ID=1 DT=0 HR LENGTH=2500 FT NS=0 SLOPE=0.024 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2337 FT SLOPE=0.027 K=0.7 COMPUTE NM HYD ID=1 HYD NO=TB102 DA=0.19898 SQ MI PER A=67.2 PER B=7.2 PER C=19.7 PER D=5.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB101RT + TB102) ADD HYD ID=1 HYD NO=TB102SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd TB102SUM through PondTB1 * ROUTE RESERVOIR ID=30 HYD NO=PondTB1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5206 0.1 0.613 5207 0.2 1.369 5208 0.3 3.469 5210 0.4 6.331 5212 0.5 13.00 5214 * * ****Route HYD PONDTB1 to Sub-Basin TB103 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.018 DIA=8 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDTB1RT INFLOW ID=30 DT=0 HR LENGTH=1030 FT NS=0 SLOPE=0.018 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1568 FT SLOPE=0.023 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB103 DA=0.04991 SQ MI PER A=39.5 PER B=14.5 PER C=15 PER D=31 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route Hyd TB103sum through PondTB2 * ROUTE RESERVOIR ID=30 HYD NO=PondTB2 INFLOW ID=2 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5171 8 0.341 5172 50 1.325 5174 * *S Outflow equals to 49.4 cfs From "DMP for Avalon Subdivision" on Pg 3 * * * Total Flow from Basin (PONDTB1sumRT + PONDTB2) ADD HYD ID=1 HYD NO=TB103SUM ID I=1 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD TB103SUM to Sub-Basin TB106 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=36 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=TB103SUMRT INFLOW ID=1 DT=0 HR LENGTH=1490 FT NS=0 SLOPE=0.013 * PRINT HYD ID=10 CODE=1 * ****************************************************************************** * *** Sub-BASIN TB104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1476 FT SLOPE=0.026 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB104 DA=0.03918 SQ MI PER A=59.8 PER B=9.6 PER C=9.6 PER D=21 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB104 to Sub-Basin TB105 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.025 DIA=36 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB104RT INFLOW ID=1 DT=0 HR LENGTH=1290 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1722 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB105 DA=0.04575 SQ MI PER A=0.8 PER B=19.6 PER C=19.6 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd TB105SUM through PondTB3 * ROUTE RESERVOIR ID=30 HYD NO=PondTB3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5153.69 1 0.582 5156 17 1.178 5158 41.5 3.244 5160 56.5 5.029 5162 63 6.019 5163 * *S Pond never graded per proposed G&D with date 12-7-10 *S Pond likely will be modified per plan, but left as existing *S Assumed existing 30" RCP outlet with 0.5% slope * * Total Flow from Basin (TB104RT + PondTB3) ADD HYD ID=1 HYD NO=TB105SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD TB105SUM to Sub-Basin TB106 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.016 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB105SUMRT INFLOW ID=1 DT=0 HR LENGTH=740 FT NS=0 SLOPE=0.016 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB103SUMRT + TB105SUMRT) ADD HYD ID=1 HYD NO=TB106SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1515 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB106 DA=0.02559 SQ MI PER A=2.9 PER B=19.5 PER C=19.6 PER D=58 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB106SUMA + TB106) ADD HYD ID=1 HYD NO=TB106SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTB2 * ****Route HYD TB106SUMB to Sub-Basin TB109 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.008 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=TB106SUMBRT INFLOW ID=1 DT=0 HR LENGTH=580 FT NS=0 SLOPE=0.008 * PRINT HYD ID=10 CODE=1 * **************************************************************************** * *** Sub-BASIN TB107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1867 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB107 DA=0.06805 SQ MI PER A=11.5 PER B=10 PER C=16.7 PER D=61.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2000 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB108 DA=0.05040 SQ MI PER A=0 PER B=16.4 PER C=16.4 PER D=67.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB107 + TB108) ADD HYD ID=1 HYD NO=TB108SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NEBASINRT + TB108SUMA) ADD HYD ID=1 HYD NO=TB108SUMB ID I=41 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB3 * ***Route HYD TB108SUMB to Sub-Basin TB109 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB108SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1290 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB106SUMBRT + TB108SUMBRT) ADD HYD ID=1 HYD NO=TB109SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1390 FT SLOPE=0.024 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB109 DA=0.03090 SQ MI PER A=36.4 PER B=9.4 PER C=9.4 PER D=44.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB109SUMA + TB109) ADD HYD ID=1 HYD NO=TB109SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTB4 * ***Route HYD TB109SUMB to Sub-Basin TB113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB109SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1450 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB116 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1143 FT SLOPE=0.021 K=1.0 COMPUTE NM HYD ID=1 HYD NO=TB116 DA=0.03257 SQ MI PER A=27.7 PER B=9.9 PER C=9.9 PER D=52.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB116 to Sub-Basin TS113 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.014 FP SLP=0.02 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=TB116RT INFLOW ID=1 DT=0 HR LENGTH=1835 FT NS=0 SLOPE=0.014 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TB109SUMBRT + TB116RT) ADD HYD ID=1 HYD NO=TB113SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB113 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1813 FT SLOPE=0.023 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB113 DA=0.04712 SQ MI PER A=59 PER B=7.7 PER C=7.7 PER D=25.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB113SUMA + TB113) ADD HYD ID=1 HYD NO=TB113SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ***Route HYD TB113SUMB to Sub-Basin TB114 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.018 DIA=78 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB113SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1005 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB114 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1247 FT SLOPE=0.014 K=1.0 COMPUTE NM HYD ID=1 HYD NO=TB114 DA=0.02685 SQ MI PER A=0.2 PER B=13 PER C=26.2 PER D=60.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB113SUMBRT + TB114) ADD HYD ID=1 HYD NO=TB114SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB5 * ***Route HYD TB114SUM to Sub-Basin TB115 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=90 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=TB114SUMRT INFLOW ID=1 DT=0 HR LENGTH=1230 FT NS=0 SLOPE=0.01 * PRINT HYD ID=10 CODE=1 * ****************************************************************************** * *** Sub-BASIN TB110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2333 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB110 DA=0.07272 SQ MI PER A=17.6 PER B=14.7 PER C=14.7 PER D=53 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2015 FT SLOPE=0.019 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB111 DA=0.02330 SQ MI PER A=9.5 PER B=5.4 PER C=5.4 PER D=53 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB110 + TB111) ADD HYD ID=1 HYD NO=TB111SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTB6 * ****Route HYD TB111SUM to Sub-Basin TB112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.01 FP SLP=0.02 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TB111SUMRT INFLOW ID=1 DT=0 HR LENGTH=1515 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2362 FT SLOPE=0.012 K=1.0 COMPUTE NM HYD ID=1 HYD NO=TB112 DA=0.06855 SQ MI PER A=0 PER B=6.9 PER C=48.4 PER D=44.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB111SUMRT + TB112) ADD HYD ID=1 HYD NO=TB112SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB7 * * Total Flow from Basin (UNBASINRT + TB112SUMA) ADD HYD ID=1 HYD NO=TB112SUMB ID I=42 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB8 * ***Route HYD TB112SUMB to Sub-Basin TB115 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=90 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB112SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1880 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB114SUMRT + TB112SUMBRT) ADD HYD ID=1 HYD NO=TB115SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB115 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3027 FT SLOPE=0.01 K=1.0 COMPUTE NM HYD ID=2 HYD NO=TB115 DA=0.11272 SQ MI PER A=0 PER B=1.2 PER C=81.5 PER D=17.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB115SUMA + TB115) ADD HYD ID=10 HYD NO=TB115SUMB ID I=1 ID II=2 PRINT HYD ID=10 CODE=1 * * ********************************************************************************* * *** Sub-BASIN TB117 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1357 FT SLOPE=0.021 K=1.0 COMPUTE NM HYD ID=1 HYD NO=TB117 DA=0.01861 SQ MI PER A=39.9 PER B=11.5 PER C=11.5 PER D=37.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB117 to Sub-Basin TB120 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.023 FP SLP=0.02 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TB117RT INFLOW ID=1 DT=0 HR LENGTH=1110 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB120 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1726 FT SLOPE=0.014 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB120 DA=0.03690 SQ MI PER A=0 PER B=14 PER C=15 PER D=71 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB117RT + TB120) ADD HYD ID=1 HYD NO=TB120SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB118 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1258 FT SLOPE=0.024 K=1.0 COMPUTE NM HYD ID=2 HYD NO=TB118 DA=0.03570 SQ MI PER A=.1 PER B=40.9 PER C=41.9 PER D=17.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route HYD TB118 to Sub-Basin TB119 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.022 FP SLP=0.02 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=TB118RT1 INFLOW ID=2 DT=0 HR LENGTH=815 FT NS=0 SLOPE=0.022 * PRINT HYD ID=3 CODE=1 * * ***Route HYD TB118RT1 to Sub-Basin TB120 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB118RT2 INFLOW ID=3 DT=0 HR LENGTH=505 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB119 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1375 FT SLOPE=0.013 K=2.0 COMPUTE NM HYD ID=3 HYD NO=TB119 DA=0.02285 SQ MI PER A=0 PER B=18 PER C=18 PER D=64 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TB118RT2 + TB119) ADD HYD ID=2 HYD NO=TB119SUM ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB120SUM + TB119SUM) ADD HYD ID=1 HYD NO=TB121SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTB9 * ***Route HYD TB121SUMA to Sub-Basin TB121 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB121SUMART INFLOW ID=1 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB121 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1745 FT SLOPE=0.011 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB121 DA=0.05769 SQ MI PER A=12.5 PER B=017.3 PER C=17.3 PER D=52.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB121SUMART + TB121) ADD HYD ID=1 HYD NO=TB121SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD TB121SUMB to Sub-Basin TB122 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=78 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB121SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1690 FT NS=0 SLOPE=0.007 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB122 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1570 FT SLOPE=0.006 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB122 DA=0.07064 SQ MI PER A=0 PER B=18.2 PER C=18.2 PER D=63.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB121SUMBRT + TB122) ADD HYD ID=1 HYD NO=TB122SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB10 * * Total Flow from Basin (TB115SUMB + TB122SUMA) ADD HYD ID=1 HYD NO=TB122SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTB11 * ****Route HYD TB122SUMB to Sub-Basin TB124 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.01 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TB122SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2160 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB123 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1837 FT SLOPE=0.007 K=2.0 LENGTH=826 FT SLOPE=0.012 K=3.0 COMPUTE NM HYD ID=1 HYD NO=TB123 DA=0.07133 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB124 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3880 FT SLOPE=0.010 K=1.0 COMPUTE NM HYD ID=3 HYD NO=TB124 DA=0.15974 SQ MI PER A=3.1 PER B=21.1 PER C=24.5 PER D=51.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TB123 + TB124) ADD HYD ID=1 HYD NO=TB124SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB122SUMBRT + TB124SUMA) ADD HYD ID=1 HYD NO=TB124SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APAB5 * ****Route HYD TB124SUMB to Sub-Basin TB125 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.022 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=43 HYD NO=TB124SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1000 FT NS=0 SLOPE=0.022 * PRINT HYD ID=43 CODE=1 * * *S******************************************************************************** *S********** END OF TIERRA BAYITA BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** ATRISCO BUSINESS PARK BASIN *S******************************************************************************** * * *** Sub-BASIN AB101**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2050 FT SLOPE=0.019 K=0.7 LENGTH=955 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB101 DA=0.17731 SQ MI PER A=45 PER B=9 PER C=9 PER D=38 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB101 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PONDAB101 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 11.2 1 5318 11.4 15 5319 * *S APAB1 * ****Route HYD POND101 to Sub-Basin AB102 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=24 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=POND101Rt INFLOW ID=30 DT=0 HR LENGTH=2175 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN AB102**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=505 FT SLOPE=0.022 K=0.7 LENGTH=3150 FT SLOPE=0.008 K=3.0 COMPUTE NM HYD ID=2 HYD NO=AB102 DA=0.18464 SQ MI PER A=2 PER B=6 PER C=6 PER D=67 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route Hyd AB102 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB102 INFLOW ID=2 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 11.7 1 5318 11.9 20 5319 * * * Total Flow from Basin (POND101Rt + Pond102) ADD HYD ID=1 HYD NO=AB102SUM ID I=1 ID II=30 PRINT HYD ID=1 CODE=1 * *S APAB2 * ****Route HYD Pond102 to Sub-Basin AB103 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=Pond102Rt INFLOW ID=1 DT=0 HR LENGTH=2390 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN AB103**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=480 FT SLOPE=0.005 K=0.7 LENGTH=2455 FT SLOPE=0.005 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB103 DA=0.21269 SQ MI PER A=6 PER B=8 PER C=19 PER D=67 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB103 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB103 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 13.5 1 5318 13.7 20 5319 * * * Total Flow from Basin (Pond102Rt + Pond103) ADD HYD ID=1 HYD NO=AB103SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * *S APAB3 * ****Route HYD Pond103 to Sub-Basin AB104 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=Pond103Rt INFLOW ID=1 DT=0 HR LENGTH=3810 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN AB104**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1690 FT SLOPE=0.017 K=0.7 LENGTH=1725 FT SLOPE=0.015 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB104 DA=0.16117 SQ MI PER A=45 PER B=8 PER C=8 PER D=67 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB104 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB104 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 13.5 1 5318 13.7 20 5319 * * * Total Flow from Basin (PondRt + AB104) ADD HYD ID=1 HYD NO=AB104SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * *S APAB4 * ****Route HYD Pond104 to Sub-Basin TN125 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=Pond103Rt INFLOW ID=1 DT=0 HR LENGTH=2700 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB125 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1000 FT SLOPE=0.026 K=0.7 LENGTH=960 FT SLOPE=0.024 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB125 DA=0.13048 SQ MI PER A=49.4 PER B=19.2 PER C=19.5 PER D=11.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (AB104SUMRT + TB125) ADD HYD ID=1 HYD NO=TB125SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (ATRISCORT + TB125SUMA) ADD HYD ID=1 HYD NO=TB125SUMB ID I=43 ID II=1 PRINT HYD ID=1 CODE=1 * * *S *s *********** COORS N-S POND ************** *S ****Route Hyd TB125SUM through PondNSCOORS * ROUTE RESERVOIR ID=30 HYD NO=PONDCOORSNS INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5018 72 2.689 5020 249 7.812 5022 452 14.411 5024 598 22.626 5026 713 32.381 5028 813 43.100 5030 901 54.820 5032 942 61.079 5033 * * ****Route HYD COORSNSPOND to Sub-Basin TOWER/SAGE COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=44 HYD NO=TB125SUMRT INFLOW ID=30 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.005 * PRINT HYD ID=44 CODE=1 *S******************************************************************************** *S********** END OF ATRISCO BUSINESS PARK BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** TOWER/SAGE BASIN *S******************************************************************************** *S * * *** Sub-BASIN TS101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1520 FT SLOPE=0.028 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS101 DA=0.06441 SQ MI PER A=14.9 PER B=12.8 PER C=12.8 PER D=59.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS101 to Sub-Basin TS102 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS101Rt INFLOW ID=1 DT=0 HR LENGTH=2260 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2252 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS102 DA=0.08685 SQ MI PER A=0.4 PER B=17.7 PER C=17.8 PER D=64.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS101Rt + TS102) ADD HYD ID=1 HYD NO=TS102SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTS1 * ****Route HYD TS102SUM to Sub-Basin TS103 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS102SUMRt INFLOW ID=1 DT=0 HR LENGTH=1410 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1326 FT SLOPE=0.018 K=2.0 LENGTH=2150 FT SLOPE=0.015 K=3.0 COMPUTE NM HYD ID=1 HYD NO=TS103 DA=0.10639 SQ MI PER A=1.6 PER B=17 PER C=17.9 PER D=63.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS102SUMRt + TS103) ADD HYD ID=1 HYD NO=TS103SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTS2 * ****Route HYD TS103SUM to Sub-Basin TS105 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.021 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS103SUMRt INFLOW ID=1 DT=0 HR LENGTH=1925 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2275 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS104 DA=0.04639 SQ MI PER A=8.2 PER B=18.2 PER C=18.5 PER D=55.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS104 to Sub-Basin TS105 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=TS104Rt INFLOW ID=1 DT=0 HR LENGTH=1130 FT NS=0 SLOPE=0.01 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TS103SUMRt + TS104RT) ADD HYD ID=1 HYD NO=TS105SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2638 FT SLOPE=0.019 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS105 DA=0.10299 SQ MI PER A=0 PER B=23.2 PER C=23.7 PER D=53.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS105SUMA + TS105) ADD HYD ID=1 HYD NO=TS105SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTS3 * ****Route HYD TS105SUMB to Sub-Basin TS111 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.017 DIA=90 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=TS105SUMBRt INFLOW ID=1 DT=0 HR LENGTH=910 FT NS=0 SLOPE=0.017 * PRINT HYD ID=10 CODE=1 * * ****************************************************************** * * *** Sub-BASIN TS107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2360 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS107 DA=0.07155 SQ MI PER A=0 PER B=24.7 PER C=25.3 PER D=50 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS107 to Sub-Basin TS108 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.008 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS107Rt INFLOW ID=1 DT=0 HR LENGTH=2105 FT NS=0 SLOPE=0.008 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1775 FT SLOPE=0.011 K=1.0 LENGTH=1060 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=1 HYD NO=TS108 DA=0.05907 SQ MI PER A=7.2 PER B=25.6 PER C=26.0 PER D=41.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS107RT + TS108) ADD HYD ID=1 HYD NO=TS108SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2200 FT SLOPE=0.017 K=1.0 COMPUTE NM HYD ID=2 HYD NO=TS109 DA=0.06454 SQ MI PER A=2.8 PER B=21.8 PER C=22.2 PER D=53.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route HYD TS109 to Sub-Basin TS110 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=TS109Rt INFLOW ID=2 DT=0 HR LENGTH=1920 FT NS=0 SLOPE=0.013 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN TS110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1220 FT SLOPE=0.011 K=2.0 LENGTH=1300 FT SLOPE=0.012 K=3.0 COMPUTE NM HYD ID=2 HYD NO=TS110 DA=0.06151 SQ MI PER A=7.1 PER B=24.8 PER C=25.2 PER D=42.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS109RT + TS110) ADD HYD ID=2 HYD NO=TS110SUMA ID I=3 ID II=2 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS108SUM + TS110SUMA) ADD HYD ID=1 HYD NO=TS110SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTS4 * ****Route HYD TS110SUMB to Sub-Basin TS111 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS110SUMBRt INFLOW ID=1 DT=0 HR LENGTH=922 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS105SUMBRT + TS110SUMBRT) ADD HYD ID=1 HYD NO=TS111SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=551 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS111 DA=0.04503 SQ MI PER A=72.5 PER B=8.8 PER C=8.8 PER D=9.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS111SUMA + TS111) ADD HYD ID=1 HYD NO=TS111SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd TS111SUMB through PondTS1 * ROUTE RESERVOIR ID=30 HYD NO=PondTS1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5084 18 7.37 5086 56 22.64 5088 83 43.00 5090 92 54.3 5091 * * ****Route HYD PondTS1 to Sub-Basin TS114 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondTS1RT INFLOW ID=30 DT=0 HR LENGTH=1386 FT NS=0 SLOPE=0.01 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS114 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1220 FT SLOPE=0.007 K=2.0 LENGTH=700 FT SLOPE=0.006 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS114 DA=0.04837 SQ MI PER A=8 PER B=19.7 PER C=20.6 PER D=51.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondTS1RT + TS114) ADD HYD ID=1 HYD NO=TS114SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTS5 * ****Route HYD TS114SUM to Sub-Basin TS115 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=TS114SUMRT INFLOW ID=1 DT=0 HR LENGTH=3220 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * * *** Sub-BASIN TS112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2725 FT SLOPE=0.01 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS112 DA=0.09315 SQ MI PER A=1.5 PER B=17 PER C=17.2 PER D=64.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS112 to Sub-Basin TS113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS112RT INFLOW ID=1 DT=0 HR LENGTH=1415 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS113 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1675 FT SLOPE=0.005 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS113 DA=0.06630 SQ MI PER A=33.1 PER B=15.4 PER C=15.5 PER D=36 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS112RT + TS113) ADD HYD ID=1 HYD NO=TS113SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APTS6 * ****Route HYD TS113SUM to ADN Channel Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TS113SUMRT INFLOW ID=1 DT=0 HR LENGTH=2110 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * * * Total Flow from Basin (TBBASIN + TS113SUMRT) ADD HYD ID=1 HYD NO=TS115SUMA ID I=44 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS114SUMRT + TB125SUMRT) ADD HYD ID=1 HYD NO=TS115SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS115 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1240 FT SLOPE=0.005 K=1.0 LENGTH=2015 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS115 DA=0.14945 SQ MI PER A=33 PER B=20.2 PER C=20.7 PER D=26.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS115SUMA + TS115) ADD HYD ID=1 HYD NO=TS115SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTS7 * ****Route HYD TS115SUMB to Sub-Basin TS117 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TS115SUMRT INFLOW ID=1 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS116 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2456 FT SLOPE=0.006 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS116 DA=0.07518 SQ MI PER A=48.8 PER B=12.9 PER C=13 PER D=25.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * *S APTS8 * ****Route HYD TS116 to Sub-Basin TS117 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=TS116Rt INFLOW ID=1 DT=0 HR LENGTH=2880 FT NS=0 SLOPE=0.020 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TS115SUMRT + TS116RT) ADD HYD ID=1 HYD NO=TS117SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS117 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1210 FT SLOPE=0.005 K=1.0 LENGTH=1650 FT SLOPE=0.033 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS117 DA=0.13959 SQ MI PER A=47.2 PER B=21.3 PER C=21.7 PER D=9.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS117SUMA + TS117) ADD HYD ID=1 HYD NO=TSBASIN ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APTS9 * ****Route HYD TSBASIN to Sub-Basin SA101 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=45 HYD NO=TSBASINRT INFLOW ID=1 DT=0 HR LENGTH=2495 FT NS=0 SLOPE=0.005 * PRINT HYD ID=45 CODE=1 * * *S******************************************************************************** *S********** END OF TOWER/SAGE BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** POWERLINE BASIN *S******************************************************************************** * * *** BASIN PL101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3710 FT SLOPE=0.0366 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL101 DA=0.07237 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** BASIN PL102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1600 FT SLOPE=0.0621 K=2.0 LENGTH=3535 FT SLOPE=0.0463 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL102 DA=0.15059 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PL101 + PL102) ADD HYD ID=1 HYD NO=PL102sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL102sum to Basin PL104 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL102sumRt INFLOW ID=1 DT=0 HR LENGTH=425 FT NS=0 SLOPE=0.028 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.074 K=0.7 LENGTH=1600 FT SLOPE=0.074 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL103 DA=0.05252 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL103 to Basin PL104 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=PL103Rt INFLOW ID=1 DT=0 HR LENGTH=425 FT NS=0 SLOPE=0.028 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL102sumRt + PL103Rt) ADD HYD ID=1 HYD NO=PL104sumA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** BASIN PL104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.07 K=0.7 LENGTH=1600 FT SLOPE=0.07 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL104 DA=0.03616 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PL104SUMA + PL104) ADD HYD ID=1 HYD NO=PL104sumB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APPL1 * ****Route HYD PL104sumb to Basin PL105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.013 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL104sumRt INFLOW ID=1 DT=0 HR LENGTH=1370 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.05 K=0.7 LENGTH=1600 FT SLOPE=0.05 K=2.0 LENGTH=2880 FT SLOPE=0.05 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL105 DA=0.15397 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL104rt + PL105) ADD HYD ID=1 HYD NO=PL105sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * *** BASIN PL106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.051 K=0.7 LENGTH=1600 FT SLOPE=0.051 K=2.0 LENGTH=2300 FT SLOPE=0.051 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL106 DA=0.16225 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PL105sum + PL106) ADD HYD ID=1 HYD NO=PL106sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL106sum through Pond PL1 * ROUTE RESERVOIR ID=30 HYD NO=PondPL1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 0.730 5318 17 2.190 5319 31 4.191 5320 79 6.732 5321 157 9.896 5322 255 13.68 5323 * * * * ****Route HYD Pond PL1 to Basin PL107 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.008 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PONDPL1Rt INFLOW ID=30 DT=0 HR LENGTH=1000 FT NS=0 SLOPE=0.008 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.065 K=0.7 LENGTH=1600 FT SLOPE=0.065 K=2.0 LENGTH=1780 FT SLOPE=0.065 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL107 DA=0.10286 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL106suma + PL107) ADD HYD ID=1 HYD NO=PL107sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL107sum to Basin PL108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.01 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL107sumRt INFLOW ID=1 DT=0 HR LENGTH=615 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.067 K=0.7 LENGTH=1600 FT SLOPE=0.067 K=2.0 LENGTH=1700 FT SLOPE=0.067 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL108 DA=0.08954 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL107SUMRT + PL108) ADD HYD ID=1 HYD NO=PL108sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL108sum to Basin PL109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.015 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL108sumRt INFLOW ID=1 DT=0 HR LENGTH=1430 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.06 K=0.7 LENGTH=1600 FT SLOPE=0.06 K=2.0 LENGTH=1710 FT SLOPE=0.06 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL109 DA=0.09596 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL108sumRt + PL109) ADD HYD ID=1 HYD NO=PL109sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL109sum to Basin PL110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.016 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL109sumRt INFLOW ID=1 DT=0 HR LENGTH=510 FT NS=0 SLOPE=0.016 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.051 K=0.7 LENGTH=1600 FT SLOPE=0.051 K=2.0 LENGTH=2525 FT SLOPE=0.051 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL110 DA=0.10103 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL109sumRt + PL110) ADD HYD ID=1 HYD NO=PL110sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL110sum to Basin PL111 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.016 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL110sumRt INFLOW ID=1 DT=0 HR LENGTH=510 FT NS=0 SLOPE=0.016 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.049 K=0.7 LENGTH=1600 FT SLOPE=0.049 K=2.0 LENGTH=2295 FT SLOPE=0.049 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL111 DA=0.09145 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL110sumRt + PL111) ADD HYD ID=1 HYD NO=PL111sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL111sum to Basin PL112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.006 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL111sumRt INFLOW ID=1 DT=0 HR LENGTH=2680 FT NS=0 SLOPE=0.006 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.052 K=0.7 LENGTH=1600 FT SLOPE=0.052 K=2.0 LENGTH=750 FT SLOPE=0.052 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL112 DA=0.06139 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL111sumRt + PL112) ADD HYD ID=1 HYD NO=PL112sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL112sum to Amole Basin COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.006 FP SLP=0.01 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=46 HYD NO=PL111sumRt INFLOW ID=1 DT=0 HR LENGTH=870 FT NS=0 SLOPE=0.006 * PRINT HYD ID=46 CODE=1 * *S APPL2 * *S******************************************************************************** *S********** END OF POWERLINE BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** SNOW VISTA BASIN *S******************************************************************************** * * *** Sub-BASIN SV101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3359 FT SLOPE=0.035 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV101 DA=0.13237 SQ MI PER A=54.4 PER B=5.9 PER C=32.8 PER D=6.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV101 to Sub-Basin SV104 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.025 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=SV101Rt INFLOW ID=1 DT=0 HR LENGTH=1276 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1295 FT SLOPE=0.034 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV104 DA=0.03332 SQ MI PER A=68.5 PER B=9.2 PER C=9.2 PER D=13.0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV101Rt + SV104) ADD HYD ID=1 HYD NO=SV104SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV104SUM to Sub-Basin SV109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.02 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=SV104SUMRt INFLOW ID=1 DT=0 HR LENGTH=1128 FT NS=0 SLOPE=0.028 * PRINT HYD ID=2 CODE=1 * ******************************************************************** * *** Sub-BASIN SV103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1825 FT SLOPE=0.039 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV103 DA=0.06318 SQ MI PER A=55.1 PER B=10.1 PER C=10.1 PER D=24.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV103 to Sub-Basin SV109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.030 FP SLP=0.02 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=3 HYD NO=SV103Rt INFLOW ID=1 DT=0 HR LENGTH=2140 FT NS=0 SLOPE=0.030 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV104SumRt + SV103Rt) ADD HYD ID=10 HYD NO=SV109SUMA ID I=2 ID II=3 PRINT HYD ID=10 CODE=1 * ********************************************************************** * *** Sub-BASIN SV107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1581 FT SLOPE=0.036 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV107 DA=0.05886 SQ MI PER A=22.6 PER B=9.4 PER C=9.4 PER D=58.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV107 through PondSV1 * ROUTE RESERVOIR ID=30 HYD NO=PondSV1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 0.5 0.243 5318 2 0.727 5319 5 1.353 5320 8 2.159 5321 10 3.188 5322 12 4.421 5323 20 5.815 5324 * * ****Route HYD PondSV1 to Sub-Basin SV108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.005 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=1 HYD NO=PondSV1Rt INFLOW ID=30 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.026 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1551 FT SLOPE=0.034 K=1.0 COMPUTE NM HYD ID=2 HYD NO=SV108 DA=0.04027 SQ MI PER A=65.4 PER B=9.9 PER C=10.0 PER D=14.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * Total Flow from Basin (PondSV1Rt + SV108) ADD HYD ID=1 HYD NO=SV108SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV108SUM to Sub-Basin SV109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.028 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV108SUMRt INFLOW ID=1 DT=0 HR LENGTH=983 FT NS=0 SLOPE=0.028 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV109SUMA + SV108SUMRT) ADD HYD ID=1 HYD NO=SV109SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1696 FT SLOPE=0.034 K=0.7 COMPUTE NM HYD ID=2 HYD NO=SV109 DA=0.06122 SQ MI PER A=67.8 PER B=10.1 PER C=10.2 PER D=11.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV109SUMB + SV109) ADD HYD ID=1 HYD NO=SV109SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV109SUMC through PondSV2 ROUTE RESERVOIR ID=30 HYD NO=PondSV2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5243 3.9 0.163 5244 13.3 0.463 5245 23.5 0.845 5246 31 1.300 5247 36.9 1.812 5248 41.8 2.377 5249 45.8 2.994 5250 49.4 3.671 5251 52.9 4.409 5252 200 5.201 5253 400 6.050 5254 * ********************************************************************** * * *S ****DIVIDE 53 CFS through 24" Storm Drain and Remaining through Spillway DIVIDE HYD ID=30 Q=53 ID I=20 HYD NO=PondSV2SUM1 ID II=21 HYD NO=PondSV2SUM2 PRINT HYD ID=20 CODE=1 PRINT HYD ID=21 CODE=1 * * *** Sub-BASIN SV102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1801 FT SLOPE=0.022 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV102 DA=0.03802 SQ MI PER A=3.8 PER B=15.0 PER C=15.1 PER D=66.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV102 to Sub-Basin SV105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.032 FP SLP=0.02 N=0.035 DIST=28 FT DIST ELEV 0 103 9 100 19 100 28 103 * ROUTE MCUNGE ID=2 HYD NO=SV102Rt INFLOW ID=1 DT=0 HR LENGTH=1141 FT NS=0 SLOPE=0.032 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2201 FT SLOPE=0.027 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV105 DA=0.05271 SQ MI PER A=44.8 PER B=13.6 PER C=13.7 PER D=28.0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV102Rt + SV105) ADD HYD ID=1 HYD NO=SV105SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSV1 * ****Route HYD SV105sum to PondSV2 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV105SUMRT INFLOW ID=1 DT=0 HR LENGTH=1010 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV2SUM1 + SV105SUMRt) ADD HYD ID=1 HYD NO=SV109SUMD ID I=20 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV109SUMD to Sub-Basin SV110 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.021 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV109SUMDRt INFLOW ID=1 DT=0 HR LENGTH=1416 FT NS=0 SLOPE=0.0201 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1365 FT SLOPE=0.018 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV110 DA=0.03224 SQ MI PER A=1.5 PER B=17.8 PER C=17.8 PER D=62.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV109SUMDRt + SV110) ADD HYD ID=1 HYD NO=SV110SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A110SUM to A111 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=24 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV110SUMRt INFLOW ID=1 DT=0 HR LENGTH=530 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * ****************************************************** * *** Sub-BASIN SV106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1581 FT SLOPE=0.020 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV106 DA=0.02403 SQ MI PER A=48.3 PER B=10.9 PER C=10.9 PER D=29.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * ****Route HYD A106 to A111 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=24 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=SV106Rt INFLOW ID=1 DT=0 HR LENGTH=700 FT NS=0 SLOPE=0.005 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV106RT + SV110SUMRT) ADD HYD ID=1 HYD NO=SV106SUM ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=426 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV111 DA=0.01797 SQ MI PER A=54.5 PER B=11.1 PER C=11.1 PER D=23.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV106SUM + SV111) ADD HYD ID=1 HYD NO=SV111SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV111SUMB through PondSV3 ROUTE RESERVOIR ID=30 HYD NO=PondSV3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5212 2.4 1.010 5213 5.8 2.136 5214 14.4 3.404 5215 20.4 4.838 5216 113.8 6.415 5217 281.5 8.110 5218 383 9.01 5218.5 496 9.967 5219 * *S RATING CURVE OBTAINED BY 2' LIDAR FOR VOLUME AND CALCULATING OUTFLOW WITH CULVERTMASTER *S FOR ORFICES AND USING CIPOLETTI WEIR EQUATION FOR SPILLWAY *S * ****Route HYD PondSV3 to Sub-Basin SV118 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=106 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=34 FT DIST ELEV 0 106 12 100 22 100 34 106 * ROUTE MCUNGE ID=10 HYD NO=PondSV3Rt INFLOW ID=30 DT=0 HR LENGTH=2616 FT NS=0 SLOPE=0.005 * PRINT HYD ID=10 CODE=1 * * ******************************************************************************************** ******************************************************************************************** *S Continuing Remaining of Divide. Flow from spillway. * * ****Route HYD PondSV2SUM2 to Sub-Basin SV117 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.027 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=1 HYD NO=PondSV2SUM2Rt INFLOW ID=21 DT=0 HR LENGTH=960 FT NS=0 SLOPE=0.027 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV117 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1570 FT SLOPE=0.016 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV117 DA=0.02642 SQ MI PER A=0 PER B=24.7 PER C=25.7 PER D=49.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV2SUM2Rt + SV117) ADD HYD ID=1 HYD NO=SV117SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV2 * ****Route HYD SV117sum to Sub-Basin SV118 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.027 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV117SUMRt INFLOW ID=1 DT=0 HR LENGTH=935 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV117SUMRt + PONDSV3RT) ADD HYD ID=1 HYD NO=SV118SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV118 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1422 FT SLOPE=0.024 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV118 DA=0.04774 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV117SUMRt + SV118) ADD HYD ID=1 HYD NO=SV118SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV3 * ****Route HYD SV118SUMB to Sub-Basin SV119 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=106 FT CH SLP=0.010 FP SLP=0.02 N=0.013 DIST=34 FT DIST ELEV 0 106 12 100 22 100 34 106 * ROUTE MCUNGE ID=2 HYD NO=SV118SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1249 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV119 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1018 FT SLOPE=0.014 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV119 DA=0.02008 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV118SUMBRT + SV119) ADD HYD ID=1 HYD NO=SV119SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSV4 * ****Route HYD SV119SUM to Sub-Basin SV121 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=106 FT CH SLP=0.014 FP SLP=0.02 N=0.013 DIST=34 FT DIST ELEV 0 106 12 100 22 100 34 106 * ROUTE MCUNGE ID=10 HYD NO=SV119SUMBRT INFLOW ID=1 DT=0 HR LENGTH=436 FT NS=0 SLOPE=0.014 * PRINT HYD ID=10 CODE=1 * *********************************************************************** * *** Sub-BASIN SV112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1110 FT SLOPE=0.049 K=0.7 LENGTH=1074 FT SLOPE=0.008 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV112 DA=0.08402 SQ MI PER A=74.9 PER B=8.9 PER C=8.9 PER D=7.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV112 to Sub-Basin SV114 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.040 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV112RT INFLOW ID=1 DT=0 HR LENGTH=939 FT NS=0 SLOPE=0.040 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV114 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1072 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV114 DA=0.05386 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV112RT + SV114) ADD HYD ID=1 HYD NO=SV114SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV114SUM through PondSV4 ROUTE RESERVOIR ID=30 HYD NO=PondSV4 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5254 3.9 0.035 5255 13.3 0.225 5256 23.8 0.558 5257 31.2 0.930 5258 101 1.343 5259 223 1.800 5260 * * *s ****DIVIDE 42.2 CFS TO 24" PIPE AND REMAINING TO 54" SURGE PIPE DIVIDE HYD ID=30 Q=42.2 ID I=20 HYD NO=PONDSV4RT1 ID II=21 HYD NO=PONDSV4RT2 PRINT HYD ID=20 CODE=1 PRINT HYD ID=21 CODE=1 * * ****Route HYD PONDSV4RT1 to Sub-Basin SV115 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=36 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSV4Rt1 INFLOW ID=20 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.007 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PONDSV4RT2 to Sub-Basin SV113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=PondSV4Rt2 INFLOW ID=21 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.007 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV113 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1072 FT SLOPE=0.026 K=3.0 COMPUTE NM HYD ID=3 HYD NO=SV113 DA=0.02147 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PondSV4Rt2 + SV113) ADD HYD ID=2 HYD NO=SV113SUM ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * ****Route HYD SV113 to Sub-Basin SV115 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=SV113Rt INFLOW ID=2 DT=0 HR LENGTH=777 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV4Rt1 + SV113RT) ADD HYD ID=1 HYD NO=SV115SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV115 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1396 FT SLOPE=0.033 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV115 DA=0.01573 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV115SUMA+ SV115) ADD HYD ID=1 HYD NO=SV115SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV5 * ****Route HYD SV115SUMB to Sub-Basin SV121 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.027 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV115SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2195 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV119SUMBRT+ SV115SUMBRT) ADD HYD ID=10 HYD NO=SV121SUMA ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * ***************************** * *** Sub-BASIN SV116 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=736 FT SLOPE=0.007 K=3.0 LENGTH=1042 FT SLOPE=0.024 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV116 DA=0.02254 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV116 to Sub-Basin SV121 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.020 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV116RT INFLOW ID=1 DT=0 HR LENGTH=1496 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV120 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1701 FT SLOPE=0.022 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV120 DA=0.02894 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV120 to Sub-Basin SV121 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.017 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=SV120RT INFLOW ID=1 DT=0 HR LENGTH=960 FT NS=0 SLOPE=0.017 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV116RT + SV120RT) ADD HYD ID=1 HYD NO=SV121SUMB ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV121SUMA + SV121SUMB) ADD HYD ID=1 HYD NO=SV121SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV121 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1894 FT SLOPE=0.024 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV121 DA=0.04057 SQ MI PER A=8.8 PER B=23.1 PER C=24 PER D=44.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV121SUMC+ SV121) ADD HYD ID=1 HYD NO=SV121SUMD ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV6 * ****Route HYD SV121SUMD to SV139 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=106 FT CH SLP=0.022 FP SLP=0.01 N=0.013 DIST=34 FT DIST ELEV 0 106 12 100 22 100 34 106 * ROUTE MCUNGE ID=2 HYD NO=SV121SUMDRT INFLOW ID=1 DT=0 HR LENGTH=720 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV122 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=222 FT SLOPE=0.027 K=3.0 LENGTH=1227 FT SLOPE=0.007 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV122 DA=0.03293 SQ MI PER A=11.1 PER B=19.2 PER C=20.0 PER D=49.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV122 to PondSV8 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=SV122RT INFLOW ID=1 DT=0 HR LENGTH=1065 FT NS=0 SLOPE=0.005 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV121SUMDRT + SV122RT) ADD HYD ID=10 HYD NO=PondSV8SUMA ID I=2 ID II=3 PRINT HYD ID=10 CODE=1 * *S APSV7 * *** Sub-BASIN SV127 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1295 FT SLOPE=0.042 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV127 DA=0.01936 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV127 to Pond H COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.034 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV127RT INFLOW ID=1 DT=0 HR LENGTH=2092 FT NS=0 SLOPE=0.034 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV8SUMA + SV127RT) ADD HYD ID=10 HYD NO=PondSV8SUMB ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * ************************************************************************ * *** Sub-BASIN SV123 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=971 FT SLOPE=0.045 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV123 DA=0.01602 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV123 through PondSV5 ROUTE RESERVOIR ID=30 HYD NO=PondSV5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5318 15 .025 5319 20 .5 5320 * * *** Sub-BASIN SV124 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1015 FT SLOPE=0.047 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV124 DA=0.03618 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondSV5 + SV124) ADD HYD ID=1 HYD NO=SV124SUM ID I=30 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV124SUM through PondSV6 ROUTE RESERVOIR ID=30 HYD NO=PondSV6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5318 5 .1 5319 15 .2 5320 30 .3 5321 50 .4 5322 * * ****Route HYD PondSV6 to SV125 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.043 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSV6RT INFLOW ID=30 DT=0 HR LENGTH=670 FT NS=0 SLOPE=0.043 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV125 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=824 FT SLOPE=0.017 K=3.0 LENGTH=342 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV125 DA=0.02569 SQ MI PER A=0 PER B=23.7 PER C=24.7 PER D=51.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV6RT + SV125) ADD HYD ID=1 HYD NO=SV125SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV125SUM through PondSV7 ROUTE RESERVOIR ID=30 HYD NO=PondSV7 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5288 1.5 0.5 5289 2.0 1.164 5290 2.5 1.994 5291 5.0 3.00 5292 * * ****Route HYD PondSV7 to SV126 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.045 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSV7RT INFLOW ID=30 DT=0 HR LENGTH=1415 FT NS=0 SLOPE=0.045 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV126 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1283 FT SLOPE=0.017 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV126 DA=0.03966 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV7RT + SV126) ADD HYD ID=1 HYD NO=SV126SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV8 * ****Route HYD SV126SUM to SV128 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.028 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV126SUMRT INFLOW ID=1 DT=0 HR LENGTH=1664 FT NS=0 SLOPE=0.028 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV128 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1603 FT SLOPE=0.033 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV128 DA=0.07760 SQ MI PER A=0 PER B=24.3 PER C=25.3 PER D=50.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV126SUMRT + SV128) ADD HYD ID=1 HYD NO=SV128SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV128SUM through PondSV8 ROUTE RESERVOIR ID=30 HYD NO=PondSV8 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5176 50 0.255 5177 150 0.587 5178 300 1.004 5179 * * * Total Flow from Basin (PondSV8SUMB + PondSV8) ADD HYD ID=1 HYD NO=PondSV8SUMC ID I=10 ID II=30 PRINT HYD ID=1 CODE=1 * *S APSV9 * ****Route HYD PondSV8SUMC to SV139 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.022 FP SLP=0.005 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PondSV8SUMCRT INFLOW ID=1 DT=0 HR LENGTH=538 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * ***************************************************** * *** Sub-BASIN SV138 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=2373 FT SLOPE=0.027 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV138 DA=0.04738 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV138 to SV139 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.023 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=3 HYD NO=SV138RT INFLOW ID=1 DT=0 HR LENGTH=527 FT NS=0 SLOPE=0.023 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PondSV8SUMCRT + SV138RT) ADD HYD ID=1 HYD NO=SV139SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV139 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1158 FT SLOPE=0.021 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV139 DA=0.03446 SQ MI PER A=0 PER B=27.1 PER C=27.1 PER D=45.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV139SUMA + SV139) ADD HYD ID=1 HYD NO=SV139SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV10 * ****Route HYD SV139SUM to SV144 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.005 FP SLP=0.02 N=0.030 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=10 HYD NO=SV139SUMRT INFLOW ID=1 DT=0 HR LENGTH=2200 FT NS=0 SLOPE=0.005 * PRINT HYD ID=10 CODE=1 * * *************************************************************************** * * *** Sub-BASIN SV132 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1547 FT SLOPE=0.019 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV132 DA=0.01563 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV132 to SV133 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.025 FP SLP=0.005 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV132RT INFLOW ID=1 DT=0 HR LENGTH=1577 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * *S *S From Drainage Study for the Timarron W. Subdivision *S Unit 5 only 26.6 cfs was supposed to be released to El Moro. *S Analysis diverts Sub-basin SV129, SV130, and SV131 S. to Amole. *S These sub-basins suppose to discharge to El Moro via pipe. *S * *** Sub-BASIN SV133 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=2022 FT SLOPE=0.027 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV133 DA=0.03866 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV132RT + SV133) ADD HYD ID=1 HYD NO=SV133SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV134 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1234 FT SLOPE=0.019 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV134 DA=0.01925 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV133SUM + SV134) ADD HYD ID=1 HYD NO=SV134SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV11 * ****Route HYD SV134SUM to SV137 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.029 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=11 HYD NO=SV134SUMRT INFLOW ID=1 DT=0 HR LENGTH=1042 FT NS=0 SLOPE=0.029 * PRINT HYD ID=11 CODE=1 * ******************************************************************* * *** Sub-BASIN SV135 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1015 FT SLOPE=0.034 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV135 DA=0.01964 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV135 to SV136 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.035 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV135RT INFLOW ID=1 DT=0 HR LENGTH=1017 FT NS=0 SLOPE=0.035 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV136 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1502 FT SLOPE=0.025 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV136 DA=0.03000 SQ MI PER A=28.4 PER B=21.3 PER C=21.3 PER D=29.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV135SUMRT + SV136) ADD HYD ID=1 HYD NO=SV136SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S *S ****DIVIDE Hyd SV136SUM by Half. Half of flow turns SW down Del Rey Road *S ****Flow diverted to Del Rey Road (SV136SUM2) is added in Amole Basin *S DIVIDE HYD ID=1 PER=-50 ID I=2 HYD NO=SV136SUM1 ID II=47 HYD NO=SV136SUM2 PRINT HYD ID=2 CODE=1 PRINT HYD ID=47 CODE=1 * * ****Route HYD SV136SUM1 to SV137 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.023 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=1 HYD NO=SV136SUM1RT INFLOW ID=2 DT=0 HR LENGTH=556 FT NS=0 SLOPE=0.023 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV136SUM1RT + SV134SUMRT) ADD HYD ID=1 HYD NO=SV137SUMA ID I=11 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV137 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1869 FT SLOPE=0.030 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV137 DA=0.03272 SQ MI PER A=0 PER B=27.1 PER C=27.1 PER D=45.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV137SUMA + SV137) ADD HYD ID=1 HYD NO=SV137SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV12 * ****Route HYD SV137SUMB to SV140 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.019 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV137SUMBRT INFLOW ID=1 DT=0 HR LENGTH=786 FT NS=0 SLOPE=0.019 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV140 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1568 FT SLOPE=0.024 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV140 DA=0.04727 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV137SUMBRT + SV140) ADD HYD ID=1 HYD NO=SV140SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSV13 * ****Route HYD SV140SUM to SV141 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.024 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=SV140sumRT INFLOW ID=1 DT=0 HR LENGTH=958 FT NS=0 SLOPE=0.024 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV141 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=1888 FT SLOPE=0.016 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV141 DA=0.04160 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV140sumRT + SV141) ADD HYD ID=1 HYD NO=SV141SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSV14 * ****Route HYD SV141SUM to SV144 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.017 FP SLP=0.005 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SV141SUMRT INFLOW ID=1 DT=0 HR LENGTH=468 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV139SUMB + SV141SUMRT) ADD HYD ID=10 HYD NO=SV144SUMA ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * *S APSV15 * ***************************** * *** Sub-BASIN SV142 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2767 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV142 DA=0.08118 SQ MI PER A=32 PER B=14.3 PER C=14.3 PER D=39.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV142 to SV143 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV142RT INFLOW ID=1 DT=0 HR LENGTH=1337 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV143 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1011 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV143 DA=0.02881 SQ MI PER A=67.2 PER B=8.3 PER C=8.3 PER D=16.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV142RT + SV143) ADD HYD ID=1 HYD NO=SV143SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSV16 * ****Route HYD SV143SUM to SV144 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SV143SUMRT INFLOW ID=1 DT=0 HR LENGTH=655 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV144SUMA + SV143SUMRT) ADD HYD ID=1 HYD NO=SV144SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV144 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=943 FT SLOPE=0.015 K=3.0 LENGTH=1450 FT SLOPE=0.007 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SV144 DA=0.01851 SQ MI PER A=42.9 PER B=14.9 PER C=15.1 PER D=27.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV143SUM + SV144) ADD HYD ID=1 HYD NO=SV144SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV17 * ****Route HYD SV143SUM to SV144 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.024 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=48 HYD NO=SV144SUMCRT INFLOW ID=1 DT=0 HR LENGTH=358 FT NS=0 SLOPE=0.024 * PRINT HYD ID=48 CODE=1 * * *S******************************************************************************** *S********** END OF SNOW VISTA BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** AMOLE BASIN *S******************************************************************************** *S *S RECALL HYD Below From ORIGINAL DMP AHYMO Files under *S Folder EX Amole Hubbell Basins File WGEXIST.PUN *S Offsite flows from Westgate Dam flow into the Amole Basin *S * RECALL HYD ID= 50 HYD= WGDAM DT= .050000 HRS DA= 18.6836 SQ MI PEAK= 73.148CFS RO= .1679 INCHES NO PTS=600 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .011 .111 .416 .925 22.054 25.867 30.408 34.973 38.658 41.456 44.088 45.721 47.884 49.489 51.253 52.410 53.506 54.531 55.335 56.087 56.812 57.519 58.133 58.642 59.147 59.646 60.137 60.615 61.080 61.470 61.848 62.217 62.577 62.931 63.279 63.620 63.957 64.288 64.540 64.751 64.959 65.164 65.367 65.568 65.767 65.963 66.158 66.350 66.541 66.730 66.917 67.103 67.243 67.382 67.520 67.657 67.792 67.927 68.060 68.193 68.324 68.454 68.584 68.712 68.839 68.964 69.089 69.212 69.334 69.455 69.574 69.677 69.775 69.872 69.968 70.063 70.157 70.250 70.341 70.431 70.519 70.606 70.691 70.774 70.856 70.936 71.014 71.091 71.166 71.240 71.311 71.382 71.450 71.516 71.581 71.643 71.703 71.751 71.798 71.844 71.887 71.929 71.969 72.007 72.043 72.078 72.111 72.143 72.173 72.202 72.229 72.257 72.283 72.309 72.334 72.359 72.382 72.406 72.429 72.451 72.473 72.494 72.515 72.535 72.555 72.574 72.593 72.611 72.629 72.646 72.663 72.680 72.696 72.711 72.726 72.741 72.755 72.769 72.782 72.795 72.808 72.820 72.833 72.844 72.856 72.867 72.878 72.888 72.899 72.909 72.919 72.928 72.937 72.946 72.955 72.963 72.972 72.980 72.987 72.995 73.002 73.009 73.016 73.023 73.029 73.036 73.042 73.048 73.053 73.059 73.064 73.069 73.074 73.079 73.083 73.088 73.092 73.096 73.100 73.103 73.107 73.110 73.114 73.117 73.120 73.122 73.125 73.128 73.130 73.132 73.134 73.136 73.138 73.139 73.141 73.142 73.143 73.145 73.145 73.146 73.147 73.147 73.148 73.148 73.148 73.148 73.148 73.148 73.148 73.147 73.146 73.146 73.145 73.144 73.143 73.142 73.140 73.139 73.138 73.136 73.134 73.132 73.130 73.129 73.126 73.124 73.122 73.120 73.117 73.115 73.112 73.109 73.107 73.104 73.101 73.098 73.095 73.092 73.089 73.085 73.082 73.079 73.075 73.072 73.068 73.064 73.060 73.057 73.053 73.049 73.044 73.040 73.036 73.032 73.027 73.023 73.018 73.014 73.009 73.004 72.999 72.994 72.990 72.985 72.980 72.974 72.969 72.964 72.959 72.953 72.948 72.943 72.937 72.932 72.926 72.920 72.915 72.909 72.903 72.897 72.891 72.886 72.880 72.874 72.868 72.861 72.855 72.849 72.843 72.837 72.830 72.824 72.818 72.811 72.805 72.798 72.792 72.785 72.779 72.772 72.765 72.759 72.752 72.745 72.738 72.731 72.724 72.718 72.711 72.704 72.697 72.690 72.683 72.675 72.668 72.661 72.654 72.647 72.640 72.632 72.625 72.618 72.610 72.603 72.596 72.588 72.581 72.573 72.566 72.559 72.551 72.543 72.536 72.528 72.521 72.513 72.506 72.498 72.490 72.483 72.475 72.467 72.459 72.452 72.444 72.436 72.428 72.420 72.413 72.405 72.397 72.389 72.381 72.373 72.365 72.357 72.350 72.342 72.334 72.326 72.318 72.310 72.302 72.294 72.286 72.278 72.270 72.261 72.253 72.245 72.237 72.229 72.221 72.213 72.205 72.196 72.188 72.180 72.172 72.164 72.156 72.147 72.139 72.131 72.123 72.114 72.106 72.098 72.090 72.081 72.073 72.065 72.056 72.048 72.040 72.031 72.023 72.015 72.006 71.998 71.989 71.981 71.973 71.964 71.956 71.947 71.939 71.931 71.922 71.914 71.905 71.897 71.888 71.880 71.871 71.863 71.854 71.846 71.837 71.829 71.820 71.812 71.803 71.795 71.786 71.778 71.769 71.761 71.752 71.743 71.735 71.726 71.718 71.709 71.700 71.690 71.680 71.670 71.659 71.649 71.638 71.628 71.618 71.607 71.597 71.587 71.576 71.566 71.555 71.545 71.535 71.524 71.514 71.503 71.493 71.482 71.472 71.462 71.451 71.441 71.430 71.420 71.409 71.399 71.388 71.378 71.367 71.357 71.346 71.336 71.325 71.315 71.304 71.294 71.283 71.273 71.262 71.252 71.241 71.231 71.220 71.210 71.199 71.188 71.178 71.167 71.157 71.146 71.135 71.125 71.114 71.103 71.093 71.082 71.071 71.060 71.050 71.039 71.028 71.018 71.007 70.996 70.985 70.974 70.964 70.953 70.942 70.931 70.920 70.910 70.899 70.888 70.877 70.866 70.856 70.845 70.834 70.823 70.812 70.801 70.790 70.780 70.769 70.758 70.747 70.736 70.725 70.715 70.704 70.693 70.682 70.671 70.660 70.649 70.639 70.628 70.617 70.606 70.595 70.584 70.573 70.562 70.552 70.541 70.530 70.519 70.508 70.497 70.486 70.476 70.465 70.454 70.443 70.432 70.421 70.410 70.399 70.389 70.378 70.367 70.356 70.345 70.334 70.323 70.312 70.301 70.291 70.280 70.269 70.258 70.247 70.236 70.225 70.214 70.204 70.193 70.182 *S *S END of RECALL HYD *S * *S APA1 * ****Route HYD PLBASIN to Sub-Basin A101 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.029 FP SLP=0.02 N=0.0 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=1 HYD NO=WGDAMRT INFLOW ID=50 DT=0 HR LENGTH=360 FT NS=0 SLOPE=0.029 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (POWERLINE BASIN + WGDAMRT) ADD HYD ID=1 HYD NO=A101SUMA ID I=46 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1175 FT SLOPE=0.049 K=1.0 LENGTH=2304 FT SLOPE=0.027 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A101 DA=0.09305 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A101SUMA + A101) ADD HYD ID=1 HYD NO=A101SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA2 * ****Route HYD A101SUMB to Sub-Basin A102 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.029 FP SLP=0.02 N=0.30 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=10 HYD NO=A101SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1660 FT NS=0 SLOPE=0.029 * PRINT HYD ID=10 CODE=1 * ************************************************************ * *** Sub-BASIN SV129 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=984 FT SLOPE=0.045 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV129 DA=0.04344 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV1129 through PondSV9 ROUTE RESERVOIR ID=30 HYD NO=PondSV9 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5306 0.2 0.143 5308 0.3 0.345 5309 65 0.721 5310 * * * *** Sub-BASIN SV130 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=150 FT SLOPE=0.015 K=2.0 LENGTH=313 FT SLOPE=0.029 K=3.0 LENGTH=1202 FT SLOPE=0.01 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV130 DA=0.01824 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondSV9 + SV130) ADD HYD ID=1 HYD NO=SV130SUM ID I=30 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV131 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=978 FT SLOPE=0.045 K=0.7 COMPUTE NM HYD ID=2 HYD NO=SV131 DA=0.01073 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV130SUM + SV131) ADD HYD ID=1 HYD NO=SV131SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV131SUM through PondSV10 ROUTE RESERVOIR ID=30 HYD NO=PondSV10 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5282 0.1 0.076 5283 0.2 0.276 5284 0.3 0.587 5285 90 0.999 5286 * * ****Route HYDPondSV10 to Sub-Basin A102 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.01 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=1 HYD NO=PondSV10RT INFLOW ID=30 DT=0 HR LENGTH=3050 FT NS=0 SLOPE=0.005 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A101SUMBRt + PondSV10RT) ADD HYD ID=1 HYD NO=A102SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2711 FT SLOPE=0.024 K=0.7 LENGTH=826 FT SLOPE=0.034 K=4.0 COMPUTE NM HYD ID=2 HYD NO=A102 DA=0.10086 SQ MI PER A=72 PER B=10 PER C=10 PER D=8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A102SUMA + A102) ADD HYD ID=1 HYD NO=A102SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA3 * ****Route HYD A102SUMB to Sub-Basin A107 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.029 FP SLP=0.01 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A102SUMRt INFLOW ID=1 DT=0 HR LENGTH=2760 FT NS=0 SLOPE=0.029 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1949 FT SLOPE=0.027 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A106 DA=0.03109 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A106 to A107 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=A106Rt INFLOW ID=1 DT=0 HR LENGTH=685 FT NS=0 SLOPE=0.01 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (A102SUMRT + A106RT) ADD HYD ID=10 HYD NO=A107SUMA ID I=2 ID II=3 PRINT HYD ID=10 CODE=1 * ********************************************************************** * *** Sub-BASIN A103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2704 FT SLOPE=0.019 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A103 DA=0.06206 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A103 to Sub-Basin A104 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.015 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A103Rt INFLOW ID=1 DT=0 HR LENGTH=1830 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * *********************************************************************** * * DIVERSION DOWN DEL REY RD FROM SNOW VISTA BASIN * ****Route HYD SV136SUM2 to A104 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.018 FP SLP=0.02 N=0.016 DIST=20 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=1 HYD NO=SV136SUM2RT INFLOW ID=47 DT=0 HR LENGTH=902 FT NS=0 SLOPE=0.018 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A103Rt + SV136SUM2RT) ADD HYD ID=1 HYD NO=A104SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1810 FT SLOPE=0.015 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A104 DA=0.03430 SQ MI PER A=1 PER B=29 PER C=29 PER D=41 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A104SUMA + A104) ADD HYD ID=1 HYD NO=A104SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A104SumB to Sub-Basin A105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.018 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A104SumBRt INFLOW ID=1 DT=0 HR LENGTH=1110 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2144 FT SLOPE=0.019 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A105 DA=0.02854 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A104SumBRt + A105) ADD HYD ID=1 HYD NO=A105Sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA4 * * Total Flow from Basin (A107SumA + A105Sum) ADD HYD ID=1 HYD NO=A107SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=941 FT SLOPE=0.030 K=0.7 LENGTH=1771 FT SLOPE=0.029 K=4.0 COMPUTE NM HYD ID=2 HYD NO=A107 DA=0.03058 SQ MI PER A=65 PER B=11 PER C=11 PER D=13 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A107SumB + A107) ADD HYD ID=1 HYD NO=A107SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA5 * ****Route HYD A107SUMC to Sub-Basin A108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.020 FP SLP=0.01 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A107SUMCRT INFLOW ID=1 DT=0 HR LENGTH=1305 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1673 FT SLOPE=0.027 K=3.0 LENGTH=606 FT SLOPE=0.017 K=4.0 COMPUTE NM HYD ID=1 HYD NO=A108 DA=0.06723 SQ MI PER A=0 PER B=23 PER C=23 PER D=54 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A107SUMCRT + A108) ADD HYD ID=1 HYD NO=A108SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A108SUM to Sub-Basin A110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.015 FP SLP=0.01 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=10 HYD NO=A108SUMRt INFLOW ID=1 DT=0 HR LENGTH=530 FT NS=0 SLOPE=0.015 * PRINT HYD ID=10 CODE=1 * **************************************************** * * *** Sub-BASIN A109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1770 FT SLOPE=0.029 K=0.7 COMPUTE NM HYD ID=1 HYD NO=A109 DA=0.02238 SQ MI PER A=76 PER B=8 PER C=8 PER D=6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A109 to Sub-Basin A110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.018 FP SLP=0.01 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A109Rt INFLOW ID=1 DT=0 HR LENGTH=2180 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2183 FT SLOPE=0.018 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A110 DA=0.04365 SQ MI PER A=1 PER B=18 PER C=18 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A109Rt + A110) ADD HYD ID=1 HYD NO=A110SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SNOW VISTA BASIN + A110SUMA) ADD HYD ID=1 HYD NO=A110SUMB ID I=48 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A110SUMB + A108SUMRT) ADD HYD ID=1 HYD NO=A110SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA6 * ****Route HYD A110SUMC to Sub-Basin A112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.012 FP SLP=0.01 N=0.030 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=10 HYD NO=A110SUMCRT INFLOW ID=1 DT=0 HR LENGTH=965 FT NS=0 SLOPE=0.012 * PRINT HYD ID=10 CODE=1 * ******************************************************************************** * * *** Sub-BASIN A113 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3819 FT SLOPE=0.049 K=0.7 COMPUTE NM HYD ID=1 HYD NO=A113 DA=0.12042 SQ MI PER A=81 PER B=7 PER C=7 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A114 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=4456 FT SLOPE=0.057 K=0.7 COMPUTE NM HYD ID=2 HYD NO=A114 DA=0.07238 SQ MI PER A=53 PER B=35 PER C=8 PER D=4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A113 + A114) ADD HYD ID=1 HYD NO=A114SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A114SUM to Sub-Basin A115 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.030 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A114SUMRT INFLOW ID=1 DT=0 HR LENGTH=1415 FT NS=0 SLOPE=0.030 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A115 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1851 FT SLOPE=0.026 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A115 DA=0.05103 SQ MI PER A=0 PER B=19 PER C=30 PER D=51 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A114SUMRT + A115) ADD HYD ID=1 HYD NO=A115SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA7 * *S ****DIVIDE 140 CFS through Storm Drain and Remaining through STREET DIVIDE HYD ID=1 Q=140 ID I=20 HYD NO=115SUMA ID II=21 HYD NO=115SUMB PRINT HYD ID=20 CODE=1 PRINT HYD ID=21 CODE=1 * * ****Route HYD A115SUMA to Sub-Basin A111 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.019 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=1 HYD NO=A115SUMART INFLOW ID=21 DT=0 HR LENGTH=2980 FT NS=0 SLOPE=0.019 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2940 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A111 DA=0.06507 SQ MI PER A=0 PER B=18 PER C=19 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A115SUMART + A111) ADD HYD ID=1 HYD NO=A111SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA8 * ****Route HYD A111SUM to A112 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.020 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A111SUMRt INFLOW ID=1 DT=0 HR LENGTH=1525 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A110SUMBRT + A111SUMRT) ADD HYD ID=1 HYD NO=A112SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1975 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=2 HYD NO=A112 DA=0.06231 SQ MI PER A=76 PER B=8 PER C=10 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A112SUMA + A112) ADD HYD ID=1 HYD NO=A112SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA9 * ****Route HYD A112SUMB to Sub-Basin A123 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.023 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=2 HYD NO=A112SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1715 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * * *** Sub-BASIN A123 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1715 FT SLOPE=0.024 K=4.0 COMPUTE NM HYD ID=1 HYD NO=A123 DA=0.02061 SQ MI PER A=32 PER B=6 PER C=51 PER D=11 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A112SUMBRT + A123) ADD HYD ID=10 HYD NO=A123SUM ID I=2 ID II=1 PRINT HYD ID=10 CODE=1 * *S APA10 * ************************************************************************** * * ****Route HYD A115SUMB to A117 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=A115SUMBRt INFLOW ID=20 DT=0 HR LENGTH=600 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A116 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=728 FT SLOPE=0.036 K=1.0 COMPUTE NM HYD ID=2 HYD NO=A116 DA=0.01359 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route HYD A116 to A117 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=A116Rt INFLOW ID=2 DT=0 HR LENGTH=2465 FT NS=0 SLOPE=0.015 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN A117 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2000 FT SLOPE=0.030 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A117 DA=0.05761 SQ MI PER A=0 PER B=11 PER C=58 PER D=31 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A116RT + A117) ADD HYD ID=2 HYD NO=A117SUMA ID I=3 ID II=2 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A115SUMBRT + A117SUMA) ADD HYD ID=1 HYD NO=A117SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A117SUMB to A118 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A117SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1000 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A118 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1770 FT SLOPE=0.038 K=3.0 LENGTH=1310 FT SLOPE=0.015 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A118 DA=0.05592 SQ MI PER A=0 PER B=10 PER C=60 PER D=30 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A117SUMBRt + A118) ADD HYD ID=1 HYD NO=A118SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA11 * *S ****DIVIDE 235 CFS through 54" pipe and remaining to Surge Pond DIVIDE HYD ID=1 Q=235 ID I=20 HYD NO=AP118SUMB ID II=21 HYD NO=AP118SUMC PRINT HYD ID=20 CODE=1 PRINT HYD ID=21 CODE=1 * * ****Route Hyd 118SUMC through PondA1 ROUTE RESERVOIR ID=30 HYD NO=PondA1 INFLOW ID=21 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5157 0.1 1.221 5158 0.2 2.507 5159 0.3 3.859 5160 0.4 5.277 5161 * * * * Total Flow from Basin (A117SUMBRt + PondA2) ADD HYD ID=1 HYD NO=A118SUMA ID I=20 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD A118SUM to A119 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A118SUMRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A119 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2174 FT SLOPE=0.021 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A119 DA=0.06434 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A118SUMRt + A119) ADD HYD ID=1 HYD NO=A119SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A119SUM to A120 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A119SUMRt INFLOW ID=1 DT=0 HR LENGTH=1025 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A120 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1960 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A120 DA=0.03619 SQ MI PER A=1 PER B=21 PER C=22 PER D=56 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A119SUMRt + A120) ADD HYD ID=1 HYD NO=A120SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA12 * ****Route HYD A120SUM to A121 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A120SUMRt INFLOW ID=1 DT=0 HR LENGTH=1050 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A121 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1445 FT SLOPE=0.032 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A121 DA=0.04188 SQ MI PER A=70 PER B=8 PER C=16 PER D=6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A120SUMRt + A121) ADD HYD ID=1 HYD NO=A121SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A121SUM to A122 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A121SUMRt INFLOW ID=1 DT=0 HR LENGTH=1165 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A122 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1895 FT SLOPE=0.026 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A122 DA=0.04520 SQ MI PER A=2 PER B=0 PER C=93 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A121SUMRt + A122) ADD HYD ID=1 HYD NO=A122SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A123SUM + A122sum) ADD HYD ID=1 HYD NO=A125SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A125SUMA to Sub-Basin A125 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.024 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=10 HYD NO=A125SUMART INFLOW ID=1 DT=0 HR LENGTH=1270 FT NS=0 SLOPE=0.024 * PRINT HYD ID=10 CODE=1 * *********************** * * *** Sub-BASIN A124 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=878 FT SLOPE=0.041 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A124 DA=0.02007 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A124 to Sub-Basin A123 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.024 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A124RT INFLOW ID=1 DT=0 HR LENGTH=1280 FT NS=0 SLOPE=0.024 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A125 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=873 FT SLOPE=0.021 K=3.0 LENGTH=1183 FT SLOPE=0.023 K=4.0 COMPUTE NM HYD ID=1 HYD NO=A125 DA=0.04681 SQ MI PER A=0 PER B=18 PER C=18 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A124RT + A125) ADD HYD ID=1 HYD NO=A125SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A125SUMART + A125SUMB) ADD HYD ID=1 HYD NO=A125SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA13 * ****Route HYD A125SUMD to Sub-Basin A134 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.014 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=10 HYD NO=A125SUMDRT INFLOW ID=1 DT=0 HR LENGTH=835 FT NS=0 SLOPE=0.014 * PRINT HYD ID=10 CODE=1 * ***************************************************************************** * * *** Sub-BASIN A126 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2015 FT SLOPE=0.022 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A126 DA=0.04816 SQ MI PER A=0 PER B=18 PER C=18 PER D=64 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A126 to A128 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A126SUMRt INFLOW ID=1 DT=0 HR LENGTH=1950 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A127 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=945 FT SLOPE=0.018 K=3.0 LENGTH=1823 FT SLOPE=0.01 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A127 DA=0.04342 SQ MI PER A=7 PER B=17 PER C=17 PER D=59 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A128 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1670 FT SLOPE=0.025 K=3.0 LENGTH=333 FT SLOPE=0.01 K=3.0 COMPUTE NM HYD ID=3 HYD NO=A128 DA=0.06982 SQ MI PER A=4 PER B=24 PER C=25 PER D=47 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (A127 + A128) ADD HYD ID=1 HYD NO=A128SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A126SUMRt + A128SUMA) ADD HYD ID=1 HYD NO=A128SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA14 * ****Route HYD A128SUMB to A131 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=11 HYD NO=A128SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1650 FT NS=0 SLOPE=0.010 * PRINT HYD ID=11 CODE=1 * * *** Sub-BASIN A129 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=772 FT SLOPE=0.044 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A129 DA=0.01395 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A129 to Sub-Basin A131 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.00 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=2 HYD NO=A129RT INFLOW ID=1 DT=0 HR LENGTH=X FT NS=0 SLOPE=0.0 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A130 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1830 FT SLOPE=0.031 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A130 DA=0.04312 SQ MI PER A=78 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A130 to Sub-Basin A131 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.010 FP SLP=0.02 N=0.016 DIST=50 FT DIST ELEV 0 101.0 10 100.7 10 100.0 25 100.3 40 100.0 40 100.7 50 101.0 * ROUTE MCUNGE ID=3 HYD NO=A130RT INFLOW ID=1 DT=0 HR LENGTH=280 FT NS=0 SLOPE=0.010 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (A129RT + A130RT) ADD HYD ID=1 HYD NO=A131SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A128SUMBRt + A131SUMA) ADD HYD ID=1 HYD NO=A131SUMB ID I=11 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A131 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=660 FT SLOPE=0.027 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A131 DA=0.01188 SQ MI PER A=0 PER B=18 PER C=19 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A131SUMB + A131) ADD HYD ID=1 HYD NO=A131SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A131SUMC to A125 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=78 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A131SUMCRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A125SUMC + A131SUMCRT) ADD HYD ID=10 HYD NO=A125SUMD ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * * ********************************************************** * *** Sub-BASIN A132 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1536 FT SLOPE=0.030 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A132 DA=0.06536 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A132 to Sub-Basin A133 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.019 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A132RT INFLOW ID=1 DT=0 HR LENGTH=3890 FT NS=0 SLOPE=0.019 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A133 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1435 FT SLOPE=0.028 K=1.0 LENGTH=2300 FT SLOPE=0.013 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A133 DA=0.11362 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A132RT + A133) ADD HYD ID=1 HYD NO=A133SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APA15 * ****Route HYD A133SUM to Sub-Basin A134 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.010 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A133SUMRT INFLOW ID=1 DT=0 HR LENGTH=620 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A134 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1317 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=A134 DA=0.03607 SQ MI PER A=27 PER B=19 PER C=19 PER D=35 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A133SUMRT + A134) ADD HYD ID=1 HYD NO=A134SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A125SUMD + A134SUMA) ADD HYD ID=1 HYD NO=A134SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A135 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1430 FT SLOPE=0.020 K=3.0 LENGTH=1393 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A135 DA=0.08192 SQ MI PER A=0 PER B=22 PER C=23 PER D=55 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A134SUMB + A135) ADD HYD ID=1 HYD NO=A135SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APA16 * ****Route HYD A135SUM to AMOLE DAM COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.024 FP SLP=0.02 N=0.030 DIST=50 FT DIST ELEV 0 105 30 100 70 100 100 105 * ROUTE MCUNGE ID=49 HYD NO=A125SUMART INFLOW ID=1 DT=0 HR LENGTH=1600 FT NS=0 SLOPE=0.024 * PRINT HYD ID=49 CODE=1 * *S******************************************************************************** *S********** END OF AMOLE BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** SOUTH AMOLE BASIN *S******************************************************************************** * * * *** Sub-BASIN SA102 **** COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=740 FT SLOPE=0.022 K=2.0 LENGTH=580 FT SLOPE=0.021 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SA102 DA=0.02177 SQ MI PER A=2 PER B=23 PER C=24 PER D=51 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SA102 to Sub-Basin SA103 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.015 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA102RT INFLOW ID=1 DT=0 HR LENGTH=1215 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * *** Sub-BASIN SA104 **** COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1150 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA104 DA=0.03878 SQ MI PER A=0 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA104 through PONDSA1 * ROUTE RESERVOIR ID=30 HYD NO=PONDSA1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 0.5 0.243 5318 2 0.727 5319 5 1.353 5320 8 2.159 5321 10 3.188 5322 * * ****Route HYD PONDSA1 to Sub-Basin SA103 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.013 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=1 HYD NO=PONDSA1RT INFLOW ID=30 DT=0 HR LENGTH=765 FT NS=0 SLOPE=0.013 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA102RT + PONDSA1RT) ADD HYD ID=1 HYD NO=SA103SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2000 FT SLOPE=0.022 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SA103 DA=0.02384 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA103SUMA + SA103) ADD HYD ID=1 HYD NO=SA103SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SA103SUMB to Sub-Basin SA105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.014 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA103SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1245 FT NS=0 SLOPE=0.014 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2295 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA105 DA=0.08215 SQ MI PER A=18 PER B=24 PER C=24 PER D=34 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA103SUMBRT + SA105) ADD HYD ID=1 HYD NO=SA105SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APsA1 * ****Route HYD SA105SUM to Sub-Basin SA106 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.017 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA105SUMRT INFLOW ID=1 DT=0 HR LENGTH=1365 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1080 FT SLOPE=0.007 K=2.0 LENGTH=1340 FT SLOPE=0.022 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SA106 DA=0.04163 SQ MI PER A=0 PER B=22 PER C=24 PER D=54 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA105SUMRT + SA106) ADD HYD ID=1 HYD NO=SA106SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SA106SUM to Sub-Basin SA113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.019 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=SA106SUMRT INFLOW ID=1 DT=0 HR LENGTH=1070 FT NS=0 SLOPE=0.019 * PRINT HYD ID=10 CODE=1 * * *** Sub-BASIN SA107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1315 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA107 DA=0.01910 SQ MI PER A=0 PER B=18 PER C=18 PER D=64 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SA107 to Sub-Basin SA108 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.027 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA107RT INFLOW ID=1 DT=0 HR LENGTH=965 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1690 FT SLOPE=0.025 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SA108 DA=0.03950 SQ MI PER A=62 PER B=11 PER C=12 PER D=15 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA107RT + SA108) ADD HYD ID=1 HYD NO=SA108SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA2 * ****Route HYD SA108SUM to Sub-Basin SA113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.011 DIA=42 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA108SUMRT INFLOW ID=1 DT=0 HR LENGTH=555 FT NS=0 SLOPE=0.011 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA106SUMRT + SA108SUMRT) ADD HYD ID=10 HYD NO=SA113SUMA ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * ***************************************************************** * * *** Sub-BASIN SA109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2350 FT SLOPE=0.014 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA109 DA=0.03817 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * ***Route HYD SA109 to Sub-Basin SA110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.021 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA109RT INFLOW ID=1 DT=0 HR LENGTH=390 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2135 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA110 DA=0.05112 SQ MI PER A=8 PER B=27 PER C=27 PER D=38 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA109RT + SA110) ADD HYD ID=1 HYD NO=SA110SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA3 * ****Route HYD SA110SUM to Sub-Basin SA111 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA110SUMRT INFLOW ID=1 DT=0 HR LENGTH=1020 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1345 FT SLOPE=0.013 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA111 DA=0.01623 SQ MI PER A=18 PER B=21 PER C=21 PER D=40 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA110SUMRT + SA111) ADD HYD ID=1 HYD NO=SA111SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2275 FT SLOPE=0.010 K=2.5 COMPUTE NM HYD ID=2 HYD NO=SA112 DA=0.06927 SQ MI PER A=0 PER B=24 PER C=25 PER D=51 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA111SUM + SA112) ADD HYD ID=1 HYD NO=SA112SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSA4 * ****Route HYD SA112SUM to Sub-Basin SA113 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA112SUMRT INFLOW ID=1 DT=0 HR LENGTH=1150 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA113SUMA + SA112SUMRT) ADD HYD ID=1 HYD NO=SA113SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA113 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2180 FT SLOPE=0.013 K=2.5 COMPUTE NM HYD ID=2 HYD NO=SA113 DA=0.07070 SQ MI PER A=10 PER B=21 PER C=22 PER D=47 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA113SUMB + SA113) ADD HYD ID=1 HYD NO=SA113SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA113SUMC through PONDSA2 * ROUTE RESERVOIR ID=30 HYD NO=PONDSA2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5024 22 3.40 5026 75 8.55 5028 105 11.4 5029 132 14.4 5030 600 20.0 5031 * *S PondSA2 is undersized with the 48" RCP as an outlet. *S Runoff will overflow on Arenal. Added Elev. 5031' to route combined *S Overflow and pipe flow to Amole del Norte. * ****Route HYD PONDSA2 to Sub-Basin SA101 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDSA2RT INFLOW ID=30 DT=0 HR LENGTH=1525 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TSBASINRT + PONDSA2RT) ADD HYD ID=1 HYD NO=SA101SUMA ID I=45 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=550 FT SLOPE=0.025 K=0.7 LENGTH=2090 FT SLOPE=0.025 K=2.0 LENGTH=905 FT SLOPE=0.005 K=4.0 COMPUTE NM HYD ID=2 HYD NO=SA101 DA=0.16725 SQ MI PER A=8 PER B=18 PER C=19 PER D=55 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA101SUMA + SA101) ADD HYD ID=1 HYD NO=SA101SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSA5 * ***Route HYD SA101SUMB to Sub-Basin SA114 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA101SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1025 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA114 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=870 FT SLOPE=0.011 K=2.0 LENGTH=1775 FT SLOPE=0.010 K=3.0 LENGTH=960 FT SLOPE=0.005 K=4.0 COMPUTE NM HYD ID=1 HYD NO=SA114 DA=0.06684 SQ MI PER A=2 PER B=19 PER C=19 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA101SUMBRT + SA114) ADD HYD ID=1 HYD NO=SA114SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA114SUM to Sub-Basin SA115 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA114SUMRT INFLOW ID=1 DT=0 HR LENGTH=720 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA115 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2400 FT SLOPE=0.012 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA115 DA=0.05396 SQ MI PER A=4 PER B=18 PER C=19 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA114SUMRT + SA115) ADD HYD ID=1 HYD NO=SA115SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA115SUM to Sub-Basin SA116 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.01 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA115SUMRT INFLOW ID=1 DT=0 HR LENGTH=1300 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA116 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2265 FT SLOPE=0.016 K=2.0 LENGTH=865 FT SLOPE=0.005 K=4.0 COMPUTE NM HYD ID=1 HYD NO=SA116 DA=0.13141 SQ MI PER A=2 PER B=19 PER C=19 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA115SUMRT + SA116) ADD HYD ID=1 HYD NO=SA116SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA6 * ***Route HYD SA116SUM to Sub-Basin SA117 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.01 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=SA116SUMRT INFLOW ID=1 DT=0 HR LENGTH=1270 FT NS=0 SLOPE=0.005 * PRINT HYD ID=10 CODE=1 * ************************************************************************* * * *** Sub-BASIN SA118 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1220 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA118 DA=0.03281 SQ MI PER A=0 PER B=25 PER C=25 PER D=50 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA119 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1475 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SA119 DA=0.01226 SQ MI PER A=0 PER B=28 PER C=28 PER D=44 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA118 + SA119) ADD HYD ID=1 HYD NO=SA119SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSA7 * ***Route HYD SA119SUM to Sub-Basin SA120 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.014 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA119SUMRT INFLOW ID=1 DT=0 HR LENGTH=2100 FT NS=0 SLOPE=0.014 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA120 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2530 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA120 DA=0.06240 SQ MI PER A=0 PER B=29 PER C=29 PER D=42 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA119SUMRT + SA120) ADD HYD ID=1 HYD NO=SA120SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA120SUM to Sub-Basin SA121 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.017 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA120SUMRT INFLOW ID=1 DT=0 HR LENGTH=710 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA121 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1126 FT SLOPE=0.007 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA121 DA=0.02277 SQ MI PER A=10 PER B=26 PER C=26 PER D=38 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA120SUMRT + SA121) ADD HYD ID=1 HYD NO=SA121SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA8 * ***Route HYD SA121SUM to Sub-Basin SA122 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.008 FP SLP=0.04 N=0.017 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA121SUMRT INFLOW ID=1 DT=0 HR LENGTH=715 FT NS=0 SLOPE=0.008 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA122 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1980 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA122 DA=0.05066 SQ MI PER A=2 PER B=20 PER C=22 PER D=56 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA121SUMRT + SA122) ADD HYD ID=11 HYD NO=SA122SUM ID I=2 ID II=1 PRINT HYD ID=11 CODE=1 * *S APSA9 ********************************************************************* * *** Sub-BASIN SA123 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2090 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA123 DA=0.07060 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SA123 to Sub-Basin SA125 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.009 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA123RT INFLOW ID=1 DT=0 HR LENGTH=660 FT NS=0 SLOPE=0.009 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA124 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1050 FT SLOPE=0.030 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA124 DA=0.01720 SQ MI PER A=72 PER B=9 PER C=9 PER D=10 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA125 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1715 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=3 HYD NO=SA125 DA=0.02910 SQ MI PER A=73 PER B=9 PER C=9 PER D=9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SA124 + SA125) ADD HYD ID=1 HYD NO=SA125SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA123RT + SA125SUMA) ADD HYD ID=1 HYD NO=SA125SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA10 * ****Route HYD SA125SUMB to Sub-Basin SA126 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA125SUMBRT INFLOW ID=1 DT=0 HR LENGTH=0 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA122SUM + SA125SUMBRT) ADD HYD ID=1 HYD NO=SA126SUMA ID I=11 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSA11 * *** Sub-BASIN SA126 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1530 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SA126 DA=0.06223 SQ MI PER A=0 PER B=21 PER C=22 PER D=57 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA126SUMA + SA126) ADD HYD ID=1 HYD NO=SA126SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA126SUMB through PONDSA3 * ROUTE RESERVOIR ID=30 HYD NO=PONDSA3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5040 20 1.851 5042 66 4.353 5044 109 7.267 5046 136 10.56 5048 158 14.23 5050 169 16.23 5051 180 18.00 5052 * *S Pond is adequate or close to adequate. *S Added elevation 5052' * ****Route HYD PONDSA3 to Sub-Basin SA117 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.019 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDSA3RT INFLOW ID=30 DT=0 HR LENGTH=2655 FT NS=0 SLOPE=0.019 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA116SUMRT + PONDSA3RT) ADD HYD ID=1 HYD NO=SA117SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA117 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=3075 FT SLOPE=0.012 K=2.0 LENGTH=720 FT SLOPE=0.005 K=4.0 COMPUTE NM HYD ID=2 HYD NO=SA117 DA=0.10650 SQ MI PER A=0 PER B=20 PER C=20 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA117SUMA + SA117) ADD HYD ID=1 HYD NO=SA117SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSA12 * ***Route HYD SA117SUMB to Sub-Basin SA127 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=SA117SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2175 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA127 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3110 FT SLOPE=0.013 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA127 DA=0.10967 SQ MI PER A=0 PER B=24 PER C=24 PER D=52 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA117SUMBRT + SA127) ADD HYD ID=1 HYD NO=SABASINSUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSA13 * * * Total Flow from Basin (A135Sum + SABASINSUMA) ADD HYD ID=1 HYD NO=SABASINSUMB ID I=49 ID II=1 PRINT HYD ID=1 CODE=1 * *S******************************************************************************** *S********** END OF SOUTH AMOLE BASIN *S******************************************************************************** * *S *s *********** AMOLE DETENTION POND ************** *S * * ****Route Hyd AMOLECOMB through AMOLE DETENTION POND * ROUTE RESERVOIR ID=41 HYD NO=AMOLEPOND INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 490 4996.75 463 496 4997 2777 520 4998 5655 543 4999 8596 567 5000 10220 583 5000.37 * * * *S******************************************************************************** *S********** SOUTH POWERLINE BASIN *S******************************************************************************** * * *** Sub-BASIN SP107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=719 FT SLOPE=0.1112 K=1.0 LENGTH=4211 FT SLOPE=0.0513 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SP107 DA=0.18248 SQ MI PER A=65 PER B=33 PER C=1 PER D=1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * ****Route Hyd SP107 through PondSP7 * ROUTE RESERVOIR ID=30 HYD NO=PondSP7 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5129 0.1 0.90 5130 0.15 1.81 5131 0.20 2.71 5132 0.25 3.62 5133 0.30 4.52 5134 0.35 5.42 5135 0.4 6.33 5136 100 7.5 5137 500 8.1 5138 * ****Route HYD PondSP7 to Sub-Basin SP108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.04 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=1 HYD NO=PondSP7Rt INFLOW ID=30 DT=0 HR LENGTH=515 FT NS=0 SLOPE=0.005 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=708 FT SLOPE=0.1074 K=1.0 LENGTH=4382 FT SLOPE=0.0516 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP108 DA=0.13653 SQ MI PER A=79 PER B=21 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSP7Rt + SP108) ADD HYD ID=1 HYD NO=SP108Sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SP108Sum to Sub-Basin SP109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.02 FP SLP=0.04 N=0.030 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=SP108SumRt INFLOW ID=1 DT=0 HR LENGTH=975 FT NS=0 SLOPE=0.02 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SP109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2909 FT SLOPE=0.0426 K=1.0 LENGTH=3625 FT SLOPE=0.0519 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SP109 DA=0.11768 SQ MI PER A=74 PER B=26 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SP108SumRt + SP109) ADD HYD ID=1 HYD NO=SP109SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APSP1 * ***Route HYD South power line basin to Rio Bravo Basin COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.005 FP SLP=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=42 HYD NO=SPLRT INFLOW ID=1 DT=0 HR LENGTH=2175 FT NS=0 SLOPE=0.005 * PRINT HYD ID=42 CODE=1 * * *S******************************************************************************** *S********** END OF SOUTH POWERLINE BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** BORREGA BASIN *S******************************************************************************** * * *** BASIN B101 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.05 K=0.7 LENGTH=1600 FT SLOPE=0.05 K=2.0 LENGTH=3780 FT SLOPE=0.05 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B101 DA=0.13254 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Basin B101 to Basin B102 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B101Rt INFLOW ID=1 DT=0 HR LENGTH=772 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** BASIN B102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.06 K=0.7 LENGTH=1600 FT SLOPE=0.06 K=2.0 LENGTH=3336 FT SLOPE=0.06 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B102 DA=0.18389 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B102sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Basin B102sum to Basin B103 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B102sumRt INFLOW ID=1 DT=0 HR LENGTH=1173 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** BASIN B103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.06 K=0.7 LENGTH=1600 FT SLOPE=0.06 K=2.0 LENGTH=1446 FT SLOPE=0.06 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B103 DA=0.09894 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B109sumA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APB1 * ****Route Basin B109sumA to Basin B103 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=B109sumARt INFLOW ID=1 DT=0 HR LENGTH=1173 FT NS=0 SLOPE=0.005 * PRINT HYD ID=10 CODE=1 * ******************************************************************** * *** BASIN B104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.06 K=0.7 LENGTH=1600 FT SLOPE=0.06 K=2.0 LENGTH=2725 FT SLOPE=0.06 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B104 DA=0.15526 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Basin B104 to Basin B105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B104Rt INFLOW ID=1 DT=0 HR LENGTH=2810 FT NS=0 SLOPE=0.036 * PRINT HYD ID=2 CODE=1 * * *** BASIN B105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.05 K=0.7 LENGTH=1600 FT SLOPE=0.05 K=2.0 LENGTH=1783 FT SLOPE=0.05 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B105 DA=0.11862 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B105sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APB2 * ****Route Basin B105sUM to Basin B106 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B105sumRt INFLOW ID=1 DT=0 HR LENGTH=916 FT NS=0 SLOPE=0.007 * PRINT HYD ID=2 CODE=1 * * *** BASIN B106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.03 K=0.7 LENGTH=788 FT SLOPE=0.03 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B106 DA=0.02796 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B109sumB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B109sumC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Basin B109sumC to Basin B109sumB COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B109sumCRt INFLOW ID=1 DT=0 HR LENGTH=924 FT NS=0 SLOPE=0.037 * PRINT HYD ID=2 CODE=1 * * *** BASIN B107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.03 K=0.7 LENGTH=1600 FT SLOPE=0.03 K=2.0 LENGTH=3216 FT SLOPE=0.03 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B107 DA=0.06624 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Basin B107 to Basin B108 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=B107Rt INFLOW ID=1 DT=0 HR LENGTH=1135 FT NS=0 SLOPE=0.016 * PRINT HYD ID=3 CODE=1 * * *** BASIN B108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.04 K=0.7 LENGTH=1600 FT SLOPE=0.04 K=2.0 LENGTH=194 FT SLOPE=0.04 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B108 DA=0.08144 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B108sum ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * *** BASIN B109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.03 K=0.7 LENGTH=752 FT SLOPE=0.03 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=B109 DA=0.03360 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * ADD HYD ID=1 HYD NO=B109sumD ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B109sumE ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APB3 * ****Route Basin B109sumE to Basin B110 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B109sumERt INFLOW ID=1 DT=0 HR LENGTH=2267 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** BASIN B110 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=1600 FT SLOPE=0.02 K=2.0 LENGTH=883 FT SLOPE=0.02 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B110 DA=0.06653 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B110sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Basin B110sum to Basin B111 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B110sumRt INFLOW ID=1 DT=0 HR LENGTH=1544 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * * *** BASIN B111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.03 K=0.7 LENGTH=1600 FT SLOPE=0.03 K=2.0 LENGTH=4089 FT SLOPE=0.03 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B111 DA=0.30212 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B111sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APB4 * ****Route Basin B111sum to Basin B112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.028 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B111sumRt INFLOW ID=1 DT=0 HR LENGTH=1267 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * *** BASIN B112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.03 K=0.7 LENGTH=1600 FT SLOPE=0.03 K=2.0 LENGTH=780 FT SLOPE=0.03 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=B112 DA=0.12296 SQ MI PER A=99 PER B=0.5 PER C=0.5 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ADD HYD ID=1 HYD NO=B112sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *S *S *********** BORREGA DETENTION DAM ************** *S * ****Route Hyd B112sum through BORREGAPond * ROUTE RESERVOIR ID=30 HYD NO=BorregaDam INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 4986 16 9.779 4988 40 22.99 4990 55 37.68 4992 67 54.26 4994 77 73.75 4996 * * ****Route HYD BORREGA to Sub-Basin RB112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.020 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=43 HYD NO=BBASIN INFLOW ID=30 DT=0 HR LENGTH=2520 FT NS=0 SLOPE=0.020 * PRINT HYD ID=43 CODE=1 * * *S******************************************************************************** *S********** END OF BORREGA BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** RIO BRAVO BASIN *S******************************************************************************** * *** Sub-BASIN RB102 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1328 FT SLOPE=0.033 K=1.0 LENGTH=1935 FT SLOPE=0.015 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB102 DA=0.13609 SQ MI PER A=8 PER B=17 PER C=23 PER D=52 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd RB102 through PondRB1 * ROUTE RESERVOIR ID=30 HYD NO=PondRB1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5134 4.5 1.918 5135 16 3.918 5136 32 6.002 5137 50 8.171 5138 62 10.428 5139 71 12.774 5140 79 15.209 5141 * * ****Route HYD PondRB1 to RB105 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=PondRB1RT INFLOW ID=30 DT=0 HR LENGTH=3169.82 FT NS=0 SLOPE=0.02 * PRINT HYD ID=10 CODE=1 * * ********************************* * *** Sub-BASIN RB103 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1898 FT SLOPE=0.026 K=1.0 COMPUTE NM HYD ID=1 HYD NO=RB103 DA=0.05132 SQ MI PER A=70 PER B=10 PER C=10 PER D=10 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SPLRT + RB103) ADD HYD ID=1 HYD NO=RB103SUM ID I=42 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB103 to RB104 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=RB103RT INFLOW ID=1 DT=0 HR LENGTH=963.19 FT NS=0 SLOPE=0.04 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB104 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1140 FT SLOPE=0.039 K=1.0 LENGTH=2556 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB104 DA=0.11258 SQ MI PER A=4 PER B=11 PER C=54 PER D=31 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB103RT + RB104) ADD HYD ID=1 HYD NO=RB104SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB104SUM to Sub-Basin RB105 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.035 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=RB104SUMRT INFLOW ID=1 DT=0 HR LENGTH=1724 FT NS=0 SLOPE=0.035 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondRB1Rt + RB104SUMRT) ADD HYD ID=1 HYD NO=RB105SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * *S APRB1 * *** Sub-BASIN RB105 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=410 FT SLOPE=0.017 K=1.0 LENGTH=2880 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB105 DA=0.11714 SQ MI PER A=5 PER B=27.5 PER C=27.5 PER D=40 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB105SUMA + RB105) ADD HYD ID=1 HYD NO=RB105SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APRB2 * ****Route HYD RB105SUMB to Sub-Basin RB106 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.026 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=RB105SUMBRt INFLOW ID=1 DT=0 HR LENGTH=2746 FT NS=0 SLOPE=0.026 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB106 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2120 FT SLOPE=0.028 K=1.0 LENGTH=2450 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB106 DA=0.21232 SQ MI PER A=13 PER B=20 PER C=21 PER D=46 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB105SUMBRt + RB106) ADD HYD ID=1 HYD NO=RB106SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APRB3 * ****Route HYD RB106SUM to Sub-Basin RB107 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.016 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=RB106SUMRt INFLOW ID=1 DT=0 HR LENGTH=1024 FT NS=0 SLOPE=0.016 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB107 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1950 FT SLOPE=0.011 K=1.0 LENGTH=275 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB107 DA=0.07029 SQ MI PER A=4 PER B=18 PER C=18 PER D=60 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB106SUMRt + RB107) ADD HYD ID=1 HYD NO=RB107SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APRB4 * ****Route HYD RB107SUM to Sub-Basin RB109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.035 FP SLP=0.04 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=RB107SUMRt INFLOW ID=1 DT=0 HR LENGTH=1505 FT NS=0 SLOPE=0.035 * PRINT HYD ID=10 CODE=1 * * ******************************************* * *** Sub-BASIN RB108 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=3015 FT SLOPE=0.017 K=1.0 LENGTH=775 FT SLOPE=0.005 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB108 DA=0.16429 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (AMOLEDAMRT + RB108) ADD HYD ID=1 HYD NO=RB108SUM ID I=41 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB108 to Sub-Basin RB109 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.023 FP SLP=0.04 N=0.013 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=RB108Rt INFLOW ID=1 DT=0 HR LENGTH=1688 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB108SUMRT + RB107SUMRT) ADD HYD ID=1 HYD NO=RB107SUM ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB109 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1600 FT SLOPE=0.018 K=1.0 LENGTH=565 FT SLOPE=0.028 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB109 DA=0.07075 SQ MI PER A=40 PER B=24 PER C=25 PER D=31 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB108Rt + RB109) ADD HYD ID=1 HYD NO=RB109SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB109SUMB to Sub-Basin RB112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.003 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=RB109SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1276 FT NS=0 SLOPE=0.003 * PRINT HYD ID=2 CODE=1 * ********************************************** * *** Sub-BASIN RB111 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=5239 FT SLOPE=0.025 K=1.0 COMPUTE NM HYD ID=1 HYD NO=RB111 DA=0.32332 SQ MI PER A=79 PER B=8 PER C=8 PER D=5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD RB111 to Sub-Basin RB112 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.027 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=3 HYD NO=RB111Rt INFLOW ID=1 DT=0 HR LENGTH=2554 FT NS=0 SLOPE=0.027 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (BDAMRT + RB111RT) ADD HYD ID=1 HYD NO=RB111SUM ID I=43 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB111SUM + RB109SUMRT) ADD HYD ID=1 HYD NO=RB112SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB112 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1745 FT SLOPE=0.006 K=1.0 LENGTH=1300 FT SLOPE=0.035 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB112 DA=0.29264 SQ MI PER A=69 PER B=12 PER C=12 PER D=7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB111Rt + RB112) ADD HYD ID=1 HYD NO=RB112SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S******************************************************************************** *S********** END OF RIO BRAVO BASIN *S******************************************************************************** * * *S *s *********** HUBBELL LAKE DETENTION BASIN ************** *S * ****Route Hyd RB112SUMB through HUBBELL LAKE * ROUTE RESERVOIR ID=30 HYD NO=HUBBELLLAKE INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 479 4932 3774 492 4933 9508 520 4934 17172 558 4935 19854 631 4935.1 * PRINT HYD ID=30 CODE=1 * * Finish