* AMOLE HUBBELL DRAINAGE MANAGEMENT PLAN UPDATE * Drainage Basin Analysis *S "PROPOSED" CONDITION MODEL FOR AMOLE HUBBELL * 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=0.03333 * ****Adding Sediment Bulk Factor to all Basins SEDIMENT BULK CODE=1 BULK FACTOR=1.06 * * *S******************************************************************************** *S********** 98TH AND CENTRAL BASIN *S******************************************************************************** * * *** Sub-BASIN NE202.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.053 K=0.7 LENGTH=1600 FT SLOPE=0.056 K=2.0 LENGTH=440 FT SLOPE=0.039 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE202.1 DA=0.08439 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE202.1 to Sub-Basin NE202.2 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=NE202.1RT INFLOW ID=1 DT=0 HR LENGTH=1080 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE202.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.050 K=0.7 LENGTH=1100 FT SLOPE=0.039 K=2.0 LENGTH=170 FT SLOPE=0.029 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE202.2 DA=0.06185 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE202.1RT + NE202.2) ADD HYD ID=1 HYD NO=NE202.2SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APNE3 * * ****Route HYD NE202.2SUM to Sub-Basin NE201.2 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.023 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=NE202.2SUMRt INFLOW ID=1 DT=0 HR LENGTH=1695 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=310 FT SLOPE=0.039 K=0.7 LENGTH=1230 FT SLOPE=0.033 K=2.0 LENGTH=1240 FT SLOPE=0.028 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE204 DA=0.08938 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE201.2SUMBRt + NE204) ADD HYD ID=1 HYD NO=NE204SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * ****Route HYD NE205.2SUM to Sub-Basin NE206 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=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=NE204SUMRT INFLOW ID=1 DT=0 HR LENGTH=1370 FT NS=0 SLOPE=0.025 * PRINT HYD ID=10 CODE=1 * * ******************************************************************************** * * *** Sub-BASIN NE201.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=280 FT SLOPE=0.096 K=0.7 LENGTH=2145 FT SLOPE=0.038 K=2.0 COMPUTE NM HYD ID=1 HYD NO=NE201.1 DA=0.08463 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE201.1 to Sub-Basin NE201.2 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=NE201.1RT INFLOW ID=1 DT=0 HR LENGTH=1175 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE201.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=220 FT SLOPE=0.050 K=0.7 LENGTH=965 FT SLOPE=0.041 K=2.0 COMPUTE NM HYD ID=1 HYD NO=NE201.2 DA=0.04349 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE201.1RT + NE201.2) ADD HYD ID=1 HYD NO=NE201.2SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * *S APNE1 * ****Route HYD NE201.2SUMB to Sub-Basin NE208 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.023 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=NE201.2SUMARt INFLOW ID=1 DT=0 HR LENGTH=1695 FT NS=0 SLOPE=0.023 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (NE204SUMRT + NE201.2SUMART) ADD HYD ID=1 HYD NO=NE208SUMA ID I=10 ID II=3 PRINT HYD ID=1 CODE=1 * * ********************************************************************************* *** Sub-BASIN NE208 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=340 FT SLOPE=0.041 K=0.7 LENGTH=1670 FT SLOPE=0.035 K=2.0 LENGTH=500 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=2 HYD NO=NE208 DA=0.10104 SQ MI PER A=0 PER B=40.2 PER C=41.2 PER D=18.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (NE208SUMA + NE208) ADD HYD ID=1 HYD NO=NE208SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APNE2 * * ****Route HYD NE208SUMB to Sub-Basin NE211 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.031 DIA=72 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=NE208SUMBRt INFLOW ID=1 DT=0 HR LENGTH=500 FT NS=0 SLOPE=0.031 * PRINT HYD ID=10 CODE=1 * * *********************************************************************************** * * *** Sub-BASIN NE205.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=500 FT SLOPE=0.040 K=0.7 LENGTH=870 FT SLOPE=0.037 K=2.0 COMPUTE NM HYD ID=1 HYD NO=NE205.1 DA=0.07464 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE205.2SUM to Sub-Basin NE206 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=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE205.1RT INFLOW ID=1 DT=0 HR LENGTH=1185 FT NS=0 SLOPE=0.030 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE205.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=425 FT SLOPE=0.049 K=0.7 LENGTH=840 FT SLOPE=0.021 K=2.0 LENGTH=440 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE205.2 DA=0.06038 SQ MI PER A=0 PER B=40.9 PER C=41.9 PER D=17.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE205.1sumRT + NE205.2) ADD HYD ID=1 HYD NO=NE205.2SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD NE205.2SUM to Sub-Basin NE206 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=NE205.2SUMRT INFLOW ID=1 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=445 FT SLOPE=0.040 K=0.7 LENGTH=880 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE206 DA=0.04398 SQ MI PER A=0.1 PER B=15.3 PER C=15.6 PER D=69.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE205.2SUMRt+ NE206) ADD HYD ID=1 HYD NO=NE206SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APNE4 * * ****Route HYD NE206SUM to Sub-Basin NE211 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=NE206SUMRT INFLOW ID=1 DT=0 HR LENGTH=1115 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * ********************************************************************************************* * * Total Flow from Basin (NE210SumRT + NE206sumRT) ADD HYD ID=1 HYD NO=NE211SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * ********************************************************************************************* * * ****Route Hyd NE211SUMB through PondNE2 * ROUTE RESERVOIR ID=40 HYD NO=PondNE2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5204.21 1.8 0.287 5205 7.6 1.532 5206 10.8 3.486 5207 15.2 7.543 5209 18.7 11.939 5211 21.7 16.689 5213 24.3 21.805 5215 26.7 27.301 5217 28.9 33.189 5219 30.9 39.483 5221 32.8 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 * * ********************************************************************************************* * * *** Sub-BASIN NE210 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=680 FT SLOPE=0.035 K=0.7 LENGTH=1330 FT SLOPE=0.030 K=2.0 LENGTH=700 FT SLOPE=0.029 K=3.0 COMPUTE NM HYD ID=1 HYD NO=NE210 DA=0.09526 SQ MI PER A=0 PER B=20.2 PER C=20.5 PER D=59.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD NE210 to Sub-Basin NE211 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=NE210RT INFLOW ID=1 DT=0 HR LENGTH=450 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN NE211 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=420 FT SLOPE=0.040 K=0.7 LENGTH=1090 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=NE211 DA=0.07784 SQ MI PER A=16.4 PER B=4.8 PER C=21.4 PER D=57.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE210RT + PondNE1) ADD HYD ID=1 HYD NO=PondNE3SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (NE206SUMRT + NE211) ADD HYD ID=1 HYD NO=NE211SUMB ID I=40 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PONDNE1 through PondNE3 * ROUTE RESERVOIR ID=41 HYD NO=PondNE3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5201 2.8 0.934 5202 8.8 3.359 5203 12.5 6.08 5204 16.5 11.813 5206 19.9 17.946 5208 22.7 24.492 5210 24.0 31.465 5212 1137 35.115 5213 3122 38.877 5214 7217 44.733 5215.5 * PRINT HYD ID=41 CODE=1 * * *S******************************************************************************** *S************ END OF 98TH AND CENTRAL BASIN *S******************************************************************************** * * * *S******************************************************************************** *S********** UNSER-214 BASIN *S******************************************************************************** * * *** Sub-BASIN U202.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=475 FT SLOPE=0.042 K=0.7 LENGTH=825 FT SLOPE=0.029 K=3.0 COMPUTE NM HYD ID=1 HYD NO=U202.2 DA=0.04661 SQ MI PER A=31.6 PER B=6.2 PER C=6.2 PER D=56 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD U202.2SUM to Sub-Basin U202.1SUMA 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=0.03 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=U202.2SUMRT INFLOW ID=1 DT=0 HR LENGTH=945 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1790 FT SLOPE=0.013 K=3.0 COMPUTE NM HYD ID=1 HYD NO=U201 DA=0.03522 SQ MI PER A=0 PER B=5.4 PER C=5.4 PER D=89.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (U202.2SUMRT + U201) ADD HYD ID=1 HYD NO=U201SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U201SUM through PondU6 * ROUTE RESERVOIR ID=30 HYD NO=PondU6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0.0 0.0 5470 4.4 0.14 5471 16.0 0.83 5472 32.0 1.77 5473 45.0 2.79 5474 51.0 3.87 5475 56.0 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 * * ****Route HYD PONDU6 to PONDU4 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=PONDU6Rt INFLOW ID=30 DT=0 HR LENGTH=689 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U202.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=290 FT SLOPE=0.059 K=0.7 LENGTH=1825 FT SLOPE=0.026 K=3.0 COMPUTE NM HYD ID=1 HYD NO=U202.1 DA=0.06636 SQ MI PER A=8.6 PER B=6.1 PER C=6.1 PER D=79.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd U202.1SUM through PondU5 * ROUTE RESERVOIR ID=30 HYD NO=PondU5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0.0 5460 4.0 0.02 5461 6.5 0.37 5462 8.2 0.76 5463 9.7 1.19 5464 41.6 1.42 5464.5 93.0 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 5468.8 160.0 4.01 5469 172.0 4.73 5470 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * * ****Route HYD PONDU5 to PONDU4 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDu5Rt INFLOW ID=30 DT=0 HR LENGTH=310 FT NS=0 SLOPE=0.005 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondU6 + PondU202.1) ADD HYD ID=1 HYD NO=U202.1SUM ID I=2 ID II=1 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 17.8 0.51 5449 36.5 1.30 5450 49.2 2.29 5451 57.7 3.26 5451.9 61.4 3.37 5452 86.0 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 U203 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1615 FT SLOPE=0.019 K=3.0 COMPUTE NM HYD ID=1 HYD NO=U203 DA=0.05311 SQ MI PER A=10 PER B=19.3 PER C=20.2 PER D=50.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondU4 + U203) ADD HYD ID=1 HYD NO=U203SUM ID I=31 ID II=1 PRINT HYD ID=1 CODE=1 *S APU1 * * ****Route Hyd U203SUM 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 7.5 0.50 5445 24.7 1.04 5446 34.2 1.64 5447 38.0 1.97 5447.5 72.8 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 0.02 5438 0.1 0.27 5439 0.1 1.05 5440 16.7 2.19 5441 28.9 3.49 5442 37.3 4.87 5443 44.1 6.34 5444 48.9 7.58 5444.8 58.0 8.71 5445.5 142.2 9.53 5446 154.6 11.25 5447 165.0 12.87 5447.9 176.8 14.94 5448.9 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * *** Sub-BASIN U204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1544 FT SLOPE=0.017 K=3.0 COMPUTE NM HYD ID=1 HYD NO=U204 DA=0.04966 SQ MI PER A=13.9 PER B=18.7 PER C=19.5 PER D=47.8 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=U204SUM ID I=31 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U204SUM 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 0.05 5434 10.4 0.54 5435 26.5 1.34 5436 33.5 2.22 5437 41.4 3.18 5438 48.2 4.22 5439 54.1 5.34 5440 59.5 6.54 5441 64.3 7.83 5442 68.9 9.19 5443 124.6 10.49 5443.9 131.5 12.16 5445 * *S USED STAGE-STORAGE-DISCHARGE RATING CURVE FROM MDP FOR THE WEST SIDE TRANSIT FACILITY *S * ****Route HYD PondU1 to Sub-Basin U207 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=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 U207 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1375 FT SLOPE=0.018 K=3.0 COMPUTE NM HYD ID=2 HYD NO=U207 DA=0.04489 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 + U207) ADD HYD ID=1 HYD NO=U207SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD U207SUM to Sub-Basin U209SUMA 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=U207SUMRt INFLOW ID=1 DT=0 HR LENGTH=1275 FT NS=0 SLOPE=0.015 * PRINT HYD ID=10 CODE=1 * **************************************************************************************** * * *** Sub-BASIN U205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.017 K=0.7 LENGTH=1630 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U205 DA=0.07980 SQ MI PER A=0.1 PER B=15.1 PER C=15.1 PER D=69.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD U205 to Sub-Basin U206 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=U205Rt INFLOW ID=1 DT=0 HR LENGTH=1695 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.014 K=0.7 LENGTH=2090 FT SLOPE=0.014 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U206 DA=0.09646 SQ MI PER A=0 PER B=16.3 PER C=17 PER D=66.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (U205Rt + U206) ADD HYD ID=1 HYD NO=U206SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APU2 * * ****Route HYD U206SUM to Sub-Basin U209SUMA 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=U206SUMRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN U208 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=300 FT SLOPE=0.016 K=0.7 LENGTH=1085 FT SLOPE=0.016 K=2.0 COMPUTE NM HYD ID=1 HYD NO=U208 DA=0.03976 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 (U207SUMRt + U206SUMRT) ADD HYD ID=1 HYD NO=U208SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN U209 **** * 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=U209 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 (U208 + U209) ADD HYD ID=1 HYD NO=U209SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd U209SUM 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 PRINT HYD ID=42 CODE=1 * * * Total Flow from Basin (U207SUMRt + U206SUMRT) ADD HYD ID=42 HYD NO=U208SUMA ID I=10 ID II=30 PRINT HYD ID=42 CODE=1 * * *S APU3 * * * *S******************************************************************************** *S********** END OF UNSER-214 BASIN *S******************************************************************************** * * * *S******************************************************************************** *S********** TIERRA BAYITA BASIN *S******************************************************************************** * * *** Sub-BASIN TB202.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=445 FT SLOPE=0.020 K=0.7 LENGTH=1870 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB202.1 DA=0.13801 SQ MI PER A=24.8 PER B=6.1 PER C=6.1 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd TB202.1 through PondTB1 * ROUTE RESERVOIR ID=30 HYD NO=PondTB1A INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5206 180 1.000 5207 181 25.000 5210 * * * ****Route HYD PONDTB1 to PONDTB2 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=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=1 HYD NO=PONDTB1RT INFLOW ID=30 DT=0 HR LENGTH=1026 FT NS=0 SLOPE=0.021 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB202.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.038 K=0.7 LENGTH=1980 FT SLOPE=0.030 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB202.2 DA=0.08784 SQ MI PER A=1.1 PER B=6 PER C=6 PER D=86.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route Hyd TB202.1 through PondTB1 * ROUTE RESERVOIR ID=30 HYD NO=PondTB1B INFLOW ID=2 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5206 114 1.000 5207 115 25.000 5210 * * * * * Total Flow from Basin (PondTB1rt + TB202.2) ADD HYD ID=1 HYD NO=TB202.2SUM ID I=1 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD PONDTB1RT to Sub-Basin TB203SUM 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=TB202.2SUMRT INFLOW ID=1 DT=0 HR LENGTH=1028 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB203 **** * 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=1 HYD NO=TB103 DA=0.04991 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 TB203 through PondTB2 * ROUTE RESERVOIR ID=30 HYD NO=PondTB2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5171 14 1.000 5172 77 2.100 5174 * *S Outflow equals to 49.4 cfs From "DMP for Avalon Subdivision" on Pg 3 * * * Total Flow from Basin (TB202.2SUMRT + PondTB2) ADD HYD ID=1 HYD NO=PONDTB2SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD PONDTB2SUM to Sub-Basin TB206SUMA Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=PONDTB2SUMRT INFLOW ID=1 DT=0 HR LENGTH=1490 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * ************************************************************************************** * * *** Sub-BASIN TB204 **** * 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=TB204 DA=0.03918 SQ MI PER A=5.5 PER B=5.5 PER C=5.5 PER D=83.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB204 to Sub-Basin PONDTB3SUM 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=3 HYD NO=TB204RT INFLOW ID=1 DT=0 HR LENGTH=1290 FT NS=0 SLOPE=0.025 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN TB205 **** * 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=TB205 DA=0.04575 SQ MI PER A=0 PER B=19.6 PER C=19.6 PER D=60.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd TB205SUM 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 (TB204RT + TB205) ADD HYD ID=1 HYD NO=PONDTB3SUM ID I=3 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD PONDTB3SUM to Sub-Basin PONDTB3 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=3 HYD NO=PondTB3SUMRT INFLOW ID=1 DT=0 HR LENGTH=490 FT NS=0 SLOPE=0.016 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PondTB2SUMRT + PONDTB3RT) ADD HYD ID=1 HYD NO=TB206SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * ****Route HYD TB206SUM to Sub-Basin TB206SUMA 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=2 HYD NO=TB206SUMART INFLOW ID=1 DT=0 HR LENGTH=580 FT NS=0 SLOPE=0.008 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB206 **** * 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=1 HYD NO=TB206 DA=0.02559 SQ MI PER A=0 PER B=19.4 PER C=19.5 PER D=61.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB206SUMART + TB206) ADD HYD ID=1 HYD NO=TB206SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APTB1 * * ****Route HYD TB206SUM to Sub-Basin TB206SUMB 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=TB206SUMBRT INFLOW ID=1 DT=0 HR LENGTH=580 FT NS=0 SLOPE=0.008 * PRINT HYD ID=10 CODE=1 * * ******************************************************************************** ***Inflow from 98th and Central area * ***Route HYD NEBASIN to Sub-Basin TB207 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.023 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=NEBASINRT INFLOW ID=41 DT=0 HR LENGTH=1735 FT NS=0 SLOPE=0.023 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB207 **** * 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=2 HYD NO=TB207 DA=0.06805 SQ MI PER A=1.2 PER B=9.6 PER C=16.3 PER D=72.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB208 **** * 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=3 HYD NO=TB208 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=3 CODE=1 * * * Total Flow from Basin (TB207 + TB208) ADD HYD ID=2 HYD NO=TB208SUMA ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (NEBASINRT + TB208SUMA) ADD HYD ID=1 HYD NO=TB208SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTB2 * * ***Route HYD TB208SUMB to Sub-Basin TB209SUM 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=TB208SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1290 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB206SUMBRT + TB208SUMBRT) ADD HYD ID=1 HYD NO=TB209SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB209 **** * 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=TB209 DA=0.03089 SQ MI PER A=0 PER B=8 PER C=8 PER D=84 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB209SUMA + TB209) ADD HYD ID=1 HYD NO=TB209SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ***Route HYD TB209SUMB to Sub-Basin TB216SUMA 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=TB209SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1450 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB216 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1143 FT SLOPE=0.021 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB216 DA=0.03257 SQ MI PER A=0 PER B=8.8 PER C=8.8 PER D=82.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB216 to Sub-Basin TB216SUMA 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=TB216RT INFLOW ID=1 DT=0 HR LENGTH=1835 FT NS=0 SLOPE=0.014 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TB209SUMBRT + TB216RT) ADD HYD ID=1 HYD NO=TB213SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 *S APTB3 * * *** Sub-BASIN TB213 **** * 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=TB213 DA=0.04712 SQ MI PER A=0 PER B=5.4 PER C=5.5 PER D=89.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB216SUM + TB213) ADD HYD ID=1 HYD NO=TB213SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ***Route HYD TB213SUM to Sub-Basin TB214 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=TB213SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1005 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB214 **** * 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=TB214 DA=0.02685 SQ MI PER A=0 PER B=13 PER C=26.2 PER D=60.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB213SUMRT + TB214) ADD HYD ID=1 HYD NO=TB214SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APTB7 * * ***Route HYD TB214SUM to Sub-Basin TB215SUMA 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=TB214SUMRT INFLOW ID=1 DT=0 HR LENGTH=1230 FT NS=0 SLOPE=0.01 * PRINT HYD ID=10 CODE=1 * * ************************************************************************************ * * ***Route HYD UNBASIN to Sub-Basin TB212SUMB 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=11 HYD NO=UNBASINRT INFLOW ID=42 DT=0 HR LENGTH=1120 FT NS=0 SLOPE=0.01 * PRINT HYD ID=11 CODE=1 * * *** Sub-BASIN TB210 **** * 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=TB210 DA=0.07272 SQ MI PER A=0 PER B=14.1 PER C=14.1 PER D=71.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB211 **** * 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=TB211 DA=0.02330 SQ MI PER A=0 PER B=5 PER C=5 PER D=90 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB210 + TB211) ADD HYD ID=1 HYD NO=TB211SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTB4 * * ****Route HYD TB211SUM to Sub-Basin TB212SUM 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=0.010 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=TB211SUMRT INFLOW ID=1 DT=0 HR LENGTH=1515 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB212 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2362 FT SLOPE=0.012 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB212 DA=0.06855 SQ MI PER A=0 PER B=8.6 PER C=16.2 PER D=75.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB211SUMRT + TB212) ADD HYD ID=1 HYD NO=TB212SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTB5 * * * Total Flow from Basin (UNBASINRT + TB212SUMA) ADD HYD ID=1 HYD NO=TB212SUMB ID I=11 ID II=1 PRINT HYD ID=1 CODE=1 *S APTB6 * * ***Route HYD TB212SUMB to Sub-Basin TB215 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=96 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=TB212SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1880 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB214SUMRT + TB212SUMBRT) ADD HYD ID=1 HYD NO=TB215SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB215 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3027 FT SLOPE=0.01 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB215 DA=0.11272 SQ MI PER A=0 PER B=2.3 PER C=61 PER D=36.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB215SUMA + TB215) ADD HYD ID=10 HYD NO=TB215SUMB ID I=1 ID II=2 PRINT HYD ID=10 CODE=1 * * ********************************************************************************* * *** Sub-BASIN TB217 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1357 FT SLOPE=0.021 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB217 DA=0.01861 SQ MI PER A=0 PER B=9.9 PER C=10 PER D=80.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TB217 to Sub-Basin TB220 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=TB217RT INFLOW ID=1 DT=0 HR LENGTH=1110 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB220 **** * 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=TB220 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 (TB217RT + TB220) ADD HYD ID=1 HYD NO=TB220SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TB218 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1258 FT SLOPE=0.024 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TB218 DA=0.03573 SQ MI PER A=0 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 TB218 to Sub-Basin TB219 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=TB218RT INFLOW ID=2 DT=0 HR LENGTH=815 FT NS=0 SLOPE=0.022 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN TB219 **** * 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=2 HYD NO=TB219 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=2 CODE=1 * * * Total Flow from Basin (TB218RT + TB219) ADD HYD ID=2 HYD NO=TB219SUM ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TB220SUM + TB119SUM) ADD HYD ID=1 HYD NO=TB221SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTB8 * * ***Route HYD TB221SUMA to Sub-Basin TB221 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=TB221SUMART INFLOW ID=1 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB221 **** * 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=TB221 DA=0.05769 SQ MI PER A=0 PER B=19.4 PER C=20.1 PER D=60.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB221SUMART + TB221) ADD HYD ID=1 HYD NO=TB221SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD TB221SUMB to Sub-Basin TB222 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=TB221SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1690 FT NS=0 SLOPE=0.007 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB222 **** * 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=TB222 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 (TB221SUMBRT + TB222) ADD HYD ID=1 HYD NO=TB222SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APTB9 * * * Total Flow from Basin (TB215SUMB + TB222SUMA) ADD HYD ID=1 HYD NO=TB222SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 *S APTB10 * * ****Route HYD TB222SUMB to Sub-Basin TB224SUMB 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=TB222SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2160 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB223 **** * 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=TB223 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 TB224 **** * 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=TB224 DA=0.15974 SQ MI PER A=0 PER B=21.1 PER C=24.5 PER D=54.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TB223 + TB224) ADD HYD ID=1 HYD NO=TB224SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB222SUMBRT + TB224SUMA) ADD HYD ID=43 HYD NO=TB224SUMB ID I=2 ID II=1 PRINT HYD ID=43 CODE=1 * * *S******************************************************************************** *S************** END OF TIERRA BAYITA BASIN *S******************************************************************************** * * *S******************************************************************************** *S************** ATRISCO BUSINESS PARK BASIN *S******************************************************************************** * * ***From Tierra Bayita Basin * ****Route HYD TB222SUMB to Sub-Basin TB224SUMB 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=0.02 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=20 HYD NO=TB222SUMBRT INFLOW ID=43 DT=0 HR LENGTH=940 FT NS=0 SLOPE=0.026 * PRINT HYD ID=20 CODE=1 * * **** Sub-BASIN AB201.1**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=315 FT SLOPE=0.025 K=0.7 LENGTH=705 FT SLOPE=0.023 K=2.0 LENGTH=1000 FT SLOPE=0.014 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB201.1 DA=0.11831 SQ MI PER A=0 PER B=15 PER C=15 PER D=70 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB201.1 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PONDAB201.2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 7.56 1 5318 7.57 20 5319 * * ****Route HYD AB201.1 to Sub-Basin POND201.2 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=PONDAB201.1Rt INFLOW ID=30 DT=0 HR LENGTH=975 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN AB201.2**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=990 FT SLOPE=0.013 K=2.0 LENGTH=1475 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=2 HYD NO=AB201.2 DA=0.09628 SQ MI PER A=0 PER B=15 PER C=15 PER D=70 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route Hyd AB201.2 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PONDAB201.2 INFLOW ID=2 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6.15 1 5318 6.16 20 5319 * * * Total Flow from Basin (AB201.1PONDRt + PONDAB201.2) ADD HYD ID=1 HYD NO=AB201.2SUM ID I=30 ID II=1 PRINT HYD ID=1 CODE=1 *S APAB1 * * ****Route HYD Pond201.2SUM to Sub-Basin AB202SUM 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=2 HYD NO=Pond201.2SUMRt INFLOW ID=1 DT=0 HR LENGTH=2175 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN AB202**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=545 FT SLOPE=0.024 K=0.7 LENGTH=3610 FT SLOPE=0.009 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB202 DA=0.18317 SQ MI PER A=0 PER B=14.8 PER C=15.3 PER D=69.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB202SUM through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB202 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 11.71 1 5318 11.72 20 5319 * * * Total Flow from Basin (POND201.2SUMRt + Pond202) ADD HYD ID=1 HYD NO=POND202SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * * *S APAB2 * * ****Route HYD Pond202SUM to Sub-Basin AB203.1 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=Pond202SUMRt INFLOW ID=1 DT=0 HR LENGTH=1300 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN AB203.1**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=505 FT SLOPE=0.010 K=0.7 LENGTH=1320 FT SLOPE=0.004 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB203.1 DA=0.11159 SQ MI PER A=0 PER B=10.1 PER C=10.1 PER D=79.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB203.1 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB203.1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 7.13 1 5318 7.14 20 5319 * * * Total Flow from Basin (POND202SUMRt + Pond203.1) ADD HYD ID=1 HYD NO=POND202SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD AB203.1SUM to Sub-Basin AB203.2 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=AB203.1Rt INFLOW ID=1 DT=0 HR LENGTH=1080 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN AB203.2**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.010 K=0.7 LENGTH=680 FT SLOPE=0.010 K=2.0 LENGTH=2165 FT SLOPE=0.005 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB203.2 DA=0.10280 SQ MI PER A=0 PER B=5.8 PER C=29.6 PER D=64.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB203.2 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB203.2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6.57 1 5318 6.58 20 5319 * * * Total Flow from Basin (Pond202SUMRt + Pond203.2) ADD HYD ID=1 HYD NO=PondAB203.2SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 * * ****Route HYD Pond203.2SUM to Sub-Basin AB204 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=PondAB203.2SUMRt INFLOW ID=1 DT=0 HR LENGTH=3485 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *S APAB3 * * *** Sub-BASIN AB204**** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=600 FT SLOPE=0.010 K=0.7 LENGTH=1265 FT SLOPE=0.021 K=2.0 LENGTH=1720 FT SLOPE=0.016 K=3.0 COMPUTE NM HYD ID=1 HYD NO=AB204 DA=0.16122 SQ MI PER A=1.1 PER B=12.5 PER C=12.9 PER D=73.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB204 through Pond * ROUTE RESERVOIR ID=30 HYD NO=PondAB204 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 10.31 1 5318 10.32 20 5319 * * * Total Flow from Basin (Pond203.2SUMRt + Pond204) ADD HYD ID=1 HYD NO=PondAB204SUM ID I=2 ID II=30 PRINT HYD ID=1 CODE=1 *S APAB4 * * ****Route HYD Pond204SUM to Sub-Basin TB225 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=PondAB204SUMRt INFLOW ID=1 DT=0 HR LENGTH=315 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TB225 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=665 FT SLOPE=0.006 K=0.7 LENGTH=1415 FT SLOPE=0.035 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TB225 DA=0.13043 SQ MI PER A=0 PER B=36.5 PER C=37.5 PER D=26 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (AB204SUMRT + TB225) ADD HYD ID=1 HYD NO=TB225SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TB225SUM + TIERRA BAYITA BASIN) ADD HYD ID=1 HYD NO=TB225SUMB ID I=1 ID II=20 PRINT HYD ID=1 CODE=1 * * ****Route Hyd AB207SUMB through PondNSCOORS * ROUTE RESERVOIR ID=44 HYD NO=PondNSCOORS INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5017 19 3.172 5018 72 6.520 5019 151 10.043 5020 249 13.750 5021 356 17.645 5022 460 21.731 5023 538 26.011 5024 606 30.486 5025 667 35.157 5026 724 40.027 5027 776 45.098 5028 824 49.328 5029 870 53.763 5030 913 59.462 5031 955 65.417 5032 995 75 5033 * PRINT HYD ID=44 CODE=1 * * *S******************************************************************************** *S********** END OF ATRISCO BUSINESS PARK BASIN *S******************************************************************************** * *S******************************************************************************** *S********** TOWER-SAGE BASIN *S******************************************************************************** * * *** Sub-BASIN TS201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=560 FT SLOPE=0.013 K=0.7 LENGTH=1845 FT SLOPE=0.028 K=3.0 COMPUTE NM HYD ID=1 HYD NO=TS201 DA=0.06441 SQ MI PER A=0 PER B=7.3 PER C=7.3 PER D=85.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS201 to Sub-Basin TS202 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=TS201Rt INFLOW ID=1 DT=0 HR LENGTH=2260 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS202 **** * 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=TS202 DA=0.08686 SQ MI PER A=0.4 PER B=17.7 PER C=17.9 PER D=64.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS201Rt + TS202) ADD HYD ID=1 HYD NO=TS202SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APTS1 * * ****Route HYD TS202SUM to Sub-Basin TS203 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=TS202SUMRt INFLOW ID=1 DT=0 HR LENGTH=1410 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS203 **** * 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=TS203 DA=0.10639 SQ MI PER A=0 PER B=16.9 PER C=17.9 PER D=65.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS202SUMRt + TS203) ADD HYD ID=1 HYD NO=TS203SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APTS2 * * ****Route HYD TS203SUM to Sub-Basin TS205.1 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=TS203SUMRt INFLOW ID=1 DT=0 HR LENGTH=1925 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS205.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1890 FT SLOPE=0.018 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS205.1 DA=0.04038 SQ MI PER A=0 PER B=21.3 PER C=22.3 PER D=56.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS203SUMRt + TS205.1) ADD HYD ID=1 HYD NO=TS205.1SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD TS205.1SUM to Sub-Basin TS205.2 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=TS205.1SUMRt INFLOW ID=1 DT=0 HR LENGTH=1040 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS204 **** * 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=TS204 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 TS204 to Sub-Basin TS205.2 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=TS204Rt INFLOW ID=1 DT=0 HR LENGTH=1130 FT NS=0 SLOPE=0.01 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TS205.1SUMRt + TS204RT) ADD HYD ID=1 HYD NO=TS205.2SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS205.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2095 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=2 HYD NO=TS205.5 DA=0.06260 SQ MI PER A=0 PER B=22.8 PER C=23 PER D=54.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS205.2SUMA + TS205.2) ADD HYD ID=1 HYD NO=TS205.1SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTS3 * * ****Route HYD TS205.2SUMB to Sub-Basin TS211 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=TS205.2SUMBRt INFLOW ID=1 DT=0 HR LENGTH=910 FT NS=0 SLOPE=0.017 * PRINT HYD ID=10 CODE=1 * * *** Sub-BASIN TS206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1270 FT SLOPE=0.017 K=2.0 COMPUTE NM HYD ID=1 HYD NO=TS206 DA=0.02972 SQ MI PER A=0 PER B=8.9 PER C=9.6 PER D=81.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd TS206 through PondTS2 * ROUTE RESERVOIR ID=30 HYD NO=PondTS2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5132 15.96 0.600 5134 40.01 1.300 5136 * * ****Route HYD PondTB1 to Sub-Basin PONDTS2 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.018 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDTS2RT INFLOW ID=30 DT=0 HR LENGTH=1030 FT NS=0 SLOPE=0.018 * PRINT HYD ID=1 CODE=1 * * ****************************************************************** * * *** Sub-BASIN TS207 **** * 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=2 HYD NO=TS207 DA=0.07155 SQ MI PER A=0 PER B=24.9 PER C=25.9 PER D=49.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PONDTS2RT + TS207) ADD HYD ID=1 HYD NO=TS207SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD TS207 to Sub-Basin TS208 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=TS207SUMRt INFLOW ID=1 DT=0 HR LENGTH=2105 FT NS=0 SLOPE=0.008 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS208 **** * 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=TS208 DA=0.05907 SQ MI PER A=0 PER B=23.3 PER C=23.9 PER D=52.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS207SUMRT + TS208) ADD HYD ID=1 HYD NO=TS208SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS209 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2200 FT SLOPE=0.017 K=1.0 COMPUTE NM HYD ID=2 HYD NO=TS209 DA=0.06455 SQ MI PER A=0 PER B=16.7 PER C=17.5 PER D=65.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * ****Route HYD TS209 to Sub-Basin TS210 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=TS209Rt INFLOW ID=2 DT=0 HR LENGTH=1920 FT NS=0 SLOPE=0.013 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN TS210 **** * 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=TS210 DA=0.06151 SQ MI PER A=0 PER B=20.6 PER C=21.4 PER D=58 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS209RT + TS210) ADD HYD ID=2 HYD NO=TS210SUMA ID I=3 ID II=2 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS208SUM + TS210SUMA) ADD HYD ID=1 HYD NO=TS210SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTS4 * * ****Route HYD TS210SUMB to Sub-Basin TS211 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=TS210SUMBRt INFLOW ID=1 DT=0 HR LENGTH=922 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS205.2SUMBRT + TS210SUMBRT) ADD HYD ID=1 HYD NO=TS211SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS211 **** * 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=TS211 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 (TS211SUMA + TS211) ADD HYD ID=1 HYD NO=TS211SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd TS211SUMB 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 TS214 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 TS214 **** * 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=TS214 DA=0.04836 SQ MI PER A=3.9 PER B=20.5 PER C=21.4 PER D=54.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondTS1RT + TS214) ADD HYD ID=1 HYD NO=TS214SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APTS5 * * ****Route HYD TS214SUM to Sub-Basin TS215 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=TS214SUMRT INFLOW ID=1 DT=0 HR LENGTH=3220 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS212 **** * 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=TS212 DA=0.09315 SQ MI PER A=0 PER B=17 PER C=17.2 PER D=65.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD TS212 to Sub-Basin TS213 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=TS212RT INFLOW ID=1 DT=0 HR LENGTH=1415 FT NS=0 SLOPE=0.015 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN TS213 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=150 FT SLOPE-0.010 K=0.7 LENGTH=2210 F`T SLOPE=0.005 K=3.0 COMPUTE NM HYD ID=1 HYD NO=TS213 DA=0.06630 SQ MI PER A=0 PER B=20.5 PER C=20.9 PER D=58.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (TS212RT + TS1213) ADD HYD ID=1 HYD NO=TS213SUMA ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 *S APTS6 * * ****Route HYD TS213SUM to TS215 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=3 HYD NO=TS213SUMRT INFLOW ID=1 DT=0 HR LENGTH=2110 FT NS=0 SLOPE=0.015 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TS215SUMA + N-S COORS POND) ADD HYD ID=1 HYD NO=TS213SUMB ID I=3 ID II=44 PRINT HYD ID=1 CODE=1 * * ****Route HYD TS215SUMB to Sub-Basin TS217 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=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=TS215SUMBRT INFLOW ID=1 DT=0 HR LENGTH=3300 FT NS=0 SLOPE=0.014 * PRINT HYD ID=3 CODE=1 *s APTS7 * * * Total Flow from Basin (TS215SUMA + N-S COORS POND) ADD HYD ID=1 HYD NO=TS215SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS215 **** * 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=3.0 COMPUTE NM HYD ID=2 HYD NO=TS215 DA=0.14947 SQ MI PER A=0 PER B=29.2 PER C=30.2 PER D=40.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS215SUMA + TS215) ADD HYD ID=1 HYD NO=TS215SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD TS215SUMB to Sub-Basin TS217 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=TS215SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1075 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN TS216 **** * 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=TS216 DA=0.07651 SQ MI PER A=0 PER B=20.8 PER C=21.5 PER D=57.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 *S APTS8 * * ****Route HYD TS216 to Sub-Basin TS217 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=TS216Rt INFLOW ID=1 DT=0 HR LENGTH=2880 FT NS=0 SLOPE=0.020 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (TS215SUMRT + TS216RT) ADD HYD ID=1 HYD NO=TS217SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN TS217 **** * 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=3.0 COMPUTE NM HYD ID=2 HYD NO=TS217 DA=0.14062 SQ MI PER A=0 PER B=28 PER C=28.8 PER D=43.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TS217SUMA + TS217) ADD HYD ID=45 HYD NO=TSBASIN ID I=1 ID II=2 PRINT HYD ID=45 CODE=1 *S APTS9 * * *S******************************************************************************** *S********** END OF TOWER-SAGE BASIN *S******************************************************************************** * * *S******************************************************************************** *S********** POWERLINE BASIN *S******************************************************************************** * * *** BASIN PL202 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0573 K=0.7 LENGTH=1600 FT SLOPE=0.0573 K=2.0 LENGTH=1850 FT SLOPE=0.0326 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL202 DA=0.16047 SQ MI PER A=0 PER B=41 PER C=42 PER D=17 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL202 to Basin PL204sum COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0233 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=PL202Rt INFLOW ID=1 DT=0 HR LENGTH=1160 FT NS=0 SLOPE=0.0233 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0715 K=0.7 LENGTH=1600 FT SLOPE=0.0715 K=2.0 LENGTH=1850 FT SLOPE=0.0557 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=PL204 DA=0.15501 SQ MI PER A=0 PER B=40.8 PER C=41.8 PER D=17.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL202Rt + PL204) ADD HYD ID=1 HYD NO=PL204sum ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *S APPL1 ****Route HYD PL204sum to Basin PL205sum COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0136 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=PL204sumRt INFLOW ID=1 DT=0 HR LENGTH=1100 FT NS=0 SLOPE=0.0136 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0550 K=0.7 LENGTH=1600 FT SLOPE=0.0550 K=2.0 LENGTH=2190 FT SLOPE=0.0413 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=PL205 DA=0.13707 SQ MI PER A=0 PER B=33.9 PER C=34.6 PER D=31.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL204sumRt + PL205) ADD HYD ID=1 HYD NO=PL205sum ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * ****Route HYD PL205sum to Basin PL206sum COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0128 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=PL205sumRt INFLOW ID=1 DT=0 HR LENGTH=390 FT NS=0 SLOPE=0.0128 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0825 K=0.7 LENGTH=1600 FT SLOPE=0.0825 K=2.0 LENGTH=2020 FT SLOPE=0.0347 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=PL206 DA=0.17377 SQ MI PER A=16.3 PER B=44.4 PER C=28 PER D=11.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL205sumRt + PL206) ADD HYD ID=1 HYD NO=PL206sum ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL206sum through Pond PL1 * ROUTE RESERVOIR ID=30 HYD NO=PondPL1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 0.1 0.730 5318 6 2.190 5319 14 4.191 5320 19 6.732 5321 130 9.896 5322 243 13.68 5323 356 18.03 5324 470 22.98 5325 * *S Increased Pond Storage and Outlet Discharge to Prevent Overtopping. *S Same Outlet Configuration as downstream Detention Ponds. * * * ****Route HYD PONDPL1 to Sub-Basin PL207SUM Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=PONDPL1RT INFLOW ID=30 DT=0 HR LENGTH=1290 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL207 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0844 K=0.7 LENGTH=1600 FT SLOPE=0.0844 K=2.0 LENGTH=1130 FT SLOPE=0.0527 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=PL207 DA=0.09881 SQ MI PER A=28.9 PER B=71.1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL1Rt + PL207) ADD HYD ID=1 HYD NO=PL207sumA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * ****Route HYD 207SUM to Basin PONDPL2 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0095 FP SLP=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=5 HYD NO=PL207SUMRt INFLOW ID=1 DT=0 HR LENGTH=740 FT NS=0 SLOPE=0.0095 * PRINT HYD ID=5 CODE=1 * * *** BASIN PL208.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0700 K=0.7 LENGTH=1600 FT SLOPE=0.0700 K=2.0 LENGTH=1050 FT SLOPE=0.0619 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL208.1 DA=0.07570 SQ MI PER A=40.6 PER B=59.4 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL208.1 to Basin PL209.3sumB COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0500 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=PL208.1Rt INFLOW ID=1 DT=0 HR LENGTH=500 FT NS=0 SLOPE=0.0500 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL208.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=520 FT SLOPE=0.0625 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL208.2 DA=0.01112 SQ MI PER A=5.2 PER B=20.1 PER C=21.1 PER D=53.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** BASIN PL208.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=300 FT SLOPE=0.0293 K=0.7 LENGTH=410 FT SLOPE=0.0095 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=3 HYD NO=PL208.3 DA=0.02338 SQ MI PER A=32.9 PER B=17.4 PER C=17.9 PER D=31.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PL208.2 + PL208.3) ADD HYD ID=1 HYD NO=PL208.3sumA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL208.3sumA + PL208.1SUMRT) ADD HYD ID=1 HYD NO=PL208.3sumB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL208.3sumB + PL207SUMRT) ADD HYD ID=1 HYD NO=PL208.3sumC ID I=1 ID II=5 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL208.3sumB through Pond PL2 * ROUTE RESERVOIR ID=30 HYD NO=PondPL2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 1.890 5318 14 3.921 5319 19 6.094 5320 130 8.431 5321 243 10.88 5322 356 13.49 5323 470 16.25 5324 * ****Route HYD PONDPL2 to PONDPL3 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=PONDPL2Rt INFLOW ID=30 DT=0 HR LENGTH=100 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * *** BASIN PL209.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0775 K=0.7 LENGTH=1600 FT SLOPE=0.0775 K=2.0 LENGTH=350 FT SLOPE=0.0629 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL209.1 DA=0.06028 SQ MI PER A=37.1 PER B=62.9 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL209.1 to Basin PL210.1sum COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0518 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=PL209.1Rt INFLOW ID=1 DT=0 HR LENGTH=695 FT NS=0 SLOPE=0.0518 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL209.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=200 FT SLOPE=0.0280 K=0.7 LENGTH=380 FT SLOPE=0.0280 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL209.2 DA=0.01575 SQ MI PER A=0.3 PER B=24.9 PER C=25.9 PER D=48.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PL209.1RT + PL209.2) ADD HYD ID=1 HYD NO=PL209.2sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *** BASIN PL209.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=240 FT SLOPE=0.0583 K=0.7 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL209.3 DA=0.00878 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 (PL209.2SUM + PL209.3) ADD HYD ID=1 HYD NO=PL209.3sumA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PONDPL2RT + PL209.3sumA) ADD HYD ID=1 HYD NO=PL209.3sumB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL209.3sumC through Pond PL3 * ROUTE RESERVOIR ID=30 HYD NO=PondPL3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 1.231 5318 14 2.560 5319 19 3.988 5320 130 5.517 5321 243 7.149 5322 356 8.885 5323 470 10.73 5324 * ****Route HYD PONDPL3 to PONDPL4 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=UPONDPL3Rt INFLOW ID=30 DT=0 HR LENGTH=100 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * * *** BASIN PL210.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0825 K=0.7 LENGTH=1600 FT SLOPE=0.0825 K=2.0 LENGTH=1000 FT SLOPE=0.0420 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL210.1 DA=0.07778 SQ MI PER A=60.1 PER B=39.9 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL210.1 to Basin PL210.1sum COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0375 FP SLP=0.005 N=0.0375 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=PL210.1Rt INFLOW ID=1 DT=0 HR LENGTH=800 FT NS=0 SLOPE=0.0375 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL210.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.0291 K=0.7 LENGTH=390 FT SLOPE=0.0291 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL210.2 DA=0.01496 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 (PL210.1Rt + PL210.2) ADD HYD ID=1 HYD NO=PL210.2sum ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *** BASIN PL210.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=240 FT SLOPE=0.0417 K=0.7 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL210.3 DA=0.00903 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 (PL210.2 + PL210.3) ADD HYD ID=1 HYD NO=PL210.3sumA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * Total Flow from Basin (PL210.2sum + PL210.3sumA) ADD HYD ID=1 HYD NO=PL210.3sumB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL210.3sumB through Pond PL4 * ROUTE RESERVOIR ID=30 HYD NO=PondPL4 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 1.429 5318 14 2.579 5319 19 4.045 5320 130 5.594 5321 243 7.247 5322 356 9.004 5323 470 10.87 5324 * ****Route HYD PONDPL4 to PONDPL5 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=PONDPL4Rt INFLOW ID=30 DT=0 HR LENGTH=100 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * * *** BASIN PL211.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0650 K=0.7 LENGTH=1600 FT SLOPE=0.0650 K=2.0 LENGTH=675 FT SLOPE=0.0370 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL211.1 DA=0.07867 SQ MI PER A=79.8 PER B=20.2 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD PL211.1 to Basin PL211.3sumB COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.0457 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=PL211.1Rt INFLOW ID=1 DT=0 HR LENGTH=920 FT NS=0 SLOPE=0.0457 * PRINT HYD ID=2 CODE=1 * * *** BASIN PL211.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=240 FT SLOPE=0.0167 K=0.7 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL211.3 DA=0.01064 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 (PL211.1 + PL211.3) ADD HYD ID=1 HYD NO=PL211.3sumA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * Total Flow from Basin (PONDPL4Rt + PL211.3sumA) ADD HYD ID=1 HYD NO=PL211.3sumB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd PL211.3sumB through Pond PL5 * ROUTE RESERVOIR ID=30 HYD NO=PondPL5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 1.364 5318 14 2.839 5319 19 4.426 5320 130 6.129 5321 243 7.947 5322 356 9.883 5323 470 11.94 5324 * ****Route HYD PONDPL5 to PONDPL6 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=PONDPL5Rt INFLOW ID=30 DT=0 HR LENGTH=100 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * * *** BASIN PL211.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.0225 K=0.7 LENGTH=720 FT SLOPE=0.0225 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL211.2 DA=0.05553 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 (PondPL4 + PL211.3sumB) ADD HYD ID=1 HYD NO=PL211.2sum ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * ****Route Hyd Pond PL5 through Pond PL6 * ROUTE RESERVOIR ID=30 HYD NO=PondPL6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 6 1.485 5318 14 3.083 5319 19 4.796 5320 130 6.626 5321 243 8.574 5322 356 10.64 5323 470 12.83 5324 * * *** BASIN PL212.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=275 FT SLOPE=0.0264 K=0.7 LENGTH=870 FT SLOPE=0.0264 K=2.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=1 HYD NO=PL212.1 DA=0.03223 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 * * *** BASIN PL212.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=250 FT SLOPE=0.0267 K=0.7 LENGTH=590 FT SLOPE=0.0203 K=3.0 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL212.2 DA=0.01592 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 (PL212.1 + PL212.2) ADD HYD ID=1 HYD NO=PL212.2sumA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * Total Flow from Basin (PondPL6 + PL212.2sumA) ADD HYD ID=1 HYD NO=PL212.2sumB ID I=30 ID II=1 PRINT HYD ID=1 CODE=1 * *** BASIN PL213 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=190 FT SLOPE=0.0272 K=0.7 KN=0.05 CENTROID DIST=.5 COMPUTE NM HYD ID=2 HYD NO=PL213 DA=0.02311 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 (PL212.2sumB + PL213) ADD HYD ID=46 HYD NO=PLBASIN ID I=1 ID II=2 PRINT HYD ID=46 CODE=1 * * *S APPL2 *S******************************************************************************** *S*********** END OF POWERLINE BASIN *S******************************************************************************** * *S******************************************************************************** *S*********** SNOW VISTA BASIN *S******************************************************************************** * * *** Sub-BASIN SV201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1720 FT SLOPE=0.035 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV201 DA=0.10812 SQ MI PER A=0 PER B=24.3 PER C=57.7 PER D=18 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV201 to Sub-Basin SV204SUMA 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=SV201Rt INFLOW ID=1 DT=0 HR LENGTH=1276 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV203 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1825 FT SLOPE=0.039 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV203 DA=0.06845 SQ MI PER A=0 PER B=17.6 PER C=17.7 PER D=64.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV203 to Sub-Basin SV204SUMA 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=SV203Rt INFLOW ID=1 DT=0 HR LENGTH=1010 FT NS=0 SLOPE=0.030 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV201Rt + SV203Rt) ADD HYD ID=2 HYD NO=SV202SUMA ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV202 **** * 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=SV202 DA=0.03670 SQ MI PER A=0 PER B=19.1 PER C=19.2 PER D=61.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV201Rt + SV203Rt) ADD HYD ID=1 HYD NO=SV202SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1295 FT SLOPE=0.034 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SV204 DA=0.03698 SQ MI PER A=0 PER B=40.7 PER C=41.7 PER D=17.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV204SUMA + SV204) ADD HYD ID=10 HYD NO=SV204SUM ID I=2 ID II=1 PRINT HYD ID=10 CODE=1 * * **************************************************************************************** * * *** Sub-BASIN SV207 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1340 FT SLOPE=0.036 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV207 DA=0.05374 SQ MI PER A=8.7 PER B=15.4 PER C=15.6 PER D=60.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV207 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 SV208 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.026 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 SV212 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1500 FT SLOPE=0.049 K=0.7 LENGTH=1074 FT SLOPE=0.008 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SV212 DA=0.08270 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 * * ****Route HYD SV212 to Sub-Basin SV208 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=103 FT CH SLP=0.026 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=SV208SUMARt INFLOW ID=2 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.026 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PONDSV1 + SV212) ADD HYD ID=1 HYD NO=SV208SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV208 **** * 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=SV208 DA=0.05371 SQ MI PER A=0 PER B=29 PER C=29.6 PER D=41.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV1Rt + SV208) ADD HYD ID=1 HYD NO=SV208SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV204SUM + SV208SUMB) ADD HYD ID=1 HYD NO=SV208SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV208sumC through PondSV205 * ROUTE RESERVOIR ID=30 HYD NO=PondSV205 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5277 3.9 2.604 5278 13.3 5.356 5279 17.54 8.259 5280 18.53 11.312 5281 19.67 14.519 5282 20.77 17.882 5283 21.84 21.400 5284 22.86 25.078 5285 23.84 28.915 5286 24.79 32.914 5287 25.71 37.077 5288 * * ****Route HYD PondSV205 to PondSV209 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.05 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=SVPOND205Rt INFLOW ID=30 DT=0 HR LENGTH=995 FT NS=0 SLOPE=0.05 * PRINT HYD ID=10 CODE=1 ******************************************************************************************** * * *** Sub-BASIN SV205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1625 FT SLOPE=0.027 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV205 DA=0.04181 SQ MI PER A=0 PER B=30.1 PER C=30.7 PER D=39.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * ****Route HYD SV205 to SV209 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.05 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SVPOND205Rt INFLOW ID=1 DT=0 HR LENGTH=995 FT NS=0 SLOPE=0.05 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV209 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=850 FT SLOPE=0.034 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV209 DA=0.04749 SQ MI PER A=0 PER B=37.7 PER C=38.6 PER D=23.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV205 + SV209) ADD HYD ID=1 HYD NO=SV205SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *S APSV1 * Total Flow from Basin (SV205SUMA + pondSV205RT) ADD HYD ID=1 HYD NO=SV205SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV205SUMB to PONDSV3 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.05 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=SVPOND205Rt INFLOW ID=1 DT=0 HR LENGTH=995 FT NS=0 SLOPE=0.05 * PRINT HYD ID=10 CODE=1 * * *** Sub-BASIN SV210 **** * 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=SV210 DA=0.03230 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 * * ****Route HYD SV210 to Sub-Basin SV211SUMC 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=SV210Rt INFLOW ID=1 DT=0 HR LENGTH=455 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1581 FT SLOPE=0.020 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SV206 DA=0.02392 SQ MI PER A=0 PER B=9.1 PER C=9.1 PER D=81.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV206 to Sub-Basin SV211SUMB 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=28 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=SV206Rt INFLOW ID=1 DT=0 HR LENGTH=710 FT NS=0 SLOPE=0.020 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN SV211 **** * 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=1 HYD NO=SV211 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=1 CODE=1 * * * Total Flow from Basin (SV206Rt + SV211) ADD HYD ID=1 HYD NO=SV211SUMA ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV210Rt + SV211SUMA) ADD HYD ID=1 HYD NO=SV211SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV211SUMARt + SV211SUMB) ADD HYD ID=1 HYD NO=SV211SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV211SUMC 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 SV218SUMB 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 * * ******************************************************************************* * * *** Sub-BASIN SV217 **** * 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=1 HYD NO=SV217 DA=0.02636 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=1 CODE=1 * * *S APSV2 ****Route HYD SV217sum to Sub-Basin SV218SUMA 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=SV217Rt INFLOW ID=1 DT=0 HR LENGTH=935 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV218 **** * 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=1 HYD NO=SV218 DA=0.04773 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 (SV217Rt + SV218) ADD HYD ID=1 HYD NO=SV218SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PondSV3Rt + SV218SUMA) ADD HYD ID=1 HYD NO=SV218SUMB ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 *S APSV3 * * ****Route HYD SV118SUMB to Sub-Basin SV219SUM 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=SV218SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1249 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV219 **** * 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=SV219 DA=0.02000 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 (SV218SUMBRT + SV219) ADD HYD ID=1 HYD NO=SV219SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSV4 * * ****Route HYD SV219SUM to Sub-Basin SV221SUMC 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=SV219SUMRT INFLOW ID=1 DT=0 HR LENGTH=436 FT NS=0 SLOPE=0.014 * PRINT HYD ID=10 CODE=1 * * ************************************************************************ * * *** Sub-BASIN SV214 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=150 FT SLOPE=0.01 K=2.0 LENGTH=1625 FT SLOPE=0.023 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SV214 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 * * ****Route Hyd SV214SUM 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=1 HYD NO=PONDSV4RT1 ID II=2 HYD NO=PONDSV4RT2 PRINT HYD ID=1 CODE=1 PRINT HYD ID=2 CODE=1 * * ****Route HYD PONDSV4RT1 to Sub-Basin SV215SUMA 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=5 HYD NO=PondSV4Rt1 INFLOW ID=1 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.007 * PRINT HYD ID=5 CODE=1 * * ****Route HYD PONDSV4RT2 to Sub-Basin SV213SUM 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=4 HYD NO=PondSV4Rt2 INFLOW ID=2 DT=0 HR LENGTH=1073 FT NS=0 SLOPE=0.007 * PRINT HYD ID=4 CODE=1 * * *** Sub-BASIN SV213 **** * 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=2 HYD NO=SV213 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=2 CODE=1 * * * Total Flow from Basin (PondSV4Rt2 + SV213) ADD HYD ID=1 HYD NO=SV213SUM ID I=2 ID II=4 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV213SUM to Sub-Basin SV215SUMA 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=2 HYD NO=SV213SUMRt INFLOW ID=1 DT=0 HR LENGTH=777 FT NS=0 SLOPE=0.013 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV4Rt1 + SV213SUMRT) ADD HYD ID=1 HYD NO=SV215SUMA ID I=5 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV215 **** * 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=SV215 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 (SV215SUMA+ SV215) ADD HYD ID=1 HYD NO=SV215SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *S APSV5 ****Route HYD SV215SUMB to Sub-Basin SV218SUMC 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=20 HYD NO=SV115SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2195 FT NS=0 SLOPE=0.027 * PRINT HYD ID=20 CODE=1 * * ******************************************************************** * * *** Sub-BASIN SV216 **** * 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=SV216 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 SV216 to Sub-Basin SV220SUM 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=SV216RT INFLOW ID=1 DT=0 HR LENGTH=1496 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV220 **** * 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=SV220 DA=0.02887 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 (SV216RT + SV220) ADD HYD ID=1 HYD NO=SV220SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SV220 to Sub-Basin SV220SUM 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=2 HYD NO=SV120RT INFLOW ID=1 DT=0 HR LENGTH=960 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV215SUMBRT + SV220SUM) ADD HYD ID=1 HYD NO=SV221SUMA ID I=20 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV221 **** * 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=SV221 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 (SV221SUMA+ SV221) ADD HYD ID=1 HYD NO=SV221SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV221SUMB+ SV219SUMRT) ADD HYD ID=1 HYD NO=SV221SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 *S APSV6 * * ****Route HYD SV221SUMC to SV222SUM 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=0.02 N=0.013 DIST=34 FT DIST ELEV 0 106 12 100 22 100 34 106 * ROUTE MCUNGE ID=2 HYD NO=SV221SUMBRT INFLOW ID=1 DT=0 HR LENGTH=720 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV222 **** * 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=SV222 DA=0.03288 SQ MI PER A=0 PER B=18.7 PER C=19.6 PER D=61.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SV222 to SV222SUM 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=SV222RT INFLOW ID=1 DT=0 HR LENGTH=1065 FT NS=0 SLOPE=0.005 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SV221SUMCRT + SV222RT) ADD HYD ID=10 HYD NO=SV222SUM ID I=2 ID II=3 PRINT HYD ID=10 CODE=1 * * *S APSV7 ************************************************************************ * * *** Sub-BASIN SV223 **** * 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=SV223 DA=0.01602 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 SV223 through PondSV5 ROUTE RESERVOIR ID=30 HYD NO=PondSV5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 8 0.184 5318 12 0.389 5319 15 0.615 5320 17 0.864 5321 19 1.135 5322 * * ****Route HYD PondSV5 to HYD PONDSV6 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=30 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSV5RT INFLOW ID=30 DT=0 HR LENGTH=250 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * * *** Sub-BASIN SV224 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1100 FT SLOPE=0.047 K=0.7 COMPUTE NM HYD ID=2 HYD NO=SV224 DA=0.05671 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 (Hyd PONDSV5RT + SV224) ADD HYD ID=1 HYD NO=SV224SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV223SUM through PondSV6 ROUTE RESERVOIR ID=30 HYD NO=PondSV6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5316 15 0.334 5317 21 0.730 5318 26 1.189 5319 30 1.712 5320 34 2.299 5321 37 2.952 5322 40 3.671 5323 * * ****Route HYD PondSV6 to HYD SV225 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 SV225 **** * 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=SV225 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 + SV225) ADD HYD ID=1 HYD NO=SV225SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV225SUM through PondSV7 ROUTE RESERVOIR ID=30 HYD NO=PondSV7 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5288 15 0.5 5289 21 1.164 5290 26 1.994 5291 30 3.00 5292 * * ****Route HYD PondSV7 to SV226 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 SV226 **** * 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=SV226 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 * * *** Sub-BASIN SV227 **** * 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=3 HYD NO=SV227 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=3 CODE=1 * * * Total Flow from Basin (SV226 + SV227) ADD HYD ID=2 HYD NO=SV227SUMA ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSV7RT + SV227SUMA) ADD HYD ID=1 HYD NO=SV227SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S APSV8 ****Route HYD SV227SUMB to SV228 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=SV227SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1664 FT NS=0 SLOPE=0.028 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV228 **** * 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=SV228 DA=0.03522 SQ MI PER A=0 PER B=5.4 PER C=5.4 PER D=89.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV226SUMRT + SV228) ADD HYD ID=1 HYD NO=SV228SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV228SUM through PondSV8 ROUTE RESERVOIR ID=30 HYD NO=PondSV8 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5170 15 0.259 5171 21 0.546 5172 26 0.860 5173 30 1.204 5174 34 1.578 5175 37 1.983 5176 40 2.420 5177 43 2.889 5178 46 3.329 5179 500 3.928 5180 * * * Total Flow from Basin (SV222SUM + PondSV8) ADD HYD ID=1 HYD NO=PondSV8SUM ID I=10 ID II=30 PRINT HYD ID=1 CODE=1 * * *S APSV9 ****Route HYD PondSV8SUM to SV238SUM 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=PondSV8SUMRT INFLOW ID=1 DT=0 HR LENGTH=538 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV238 **** * 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=SV238 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 SV238 to SV239SUMA 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=SV238RT INFLOW ID=1 DT=0 HR LENGTH=527 FT NS=0 SLOPE=0.023 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (PondSV8SUMRT + SV238RT) ADD HYD ID=1 HYD NO=SV239SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV239 **** * 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=SV239 DA=0.03445 SQ MI PER A=0 PER B=27.0 PER C=27.0 PER D=45.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV239SUMA + SV239) ADD HYD ID=10 HYD NO=SV239SUMB ID I=1 ID II=2 PRINT HYD ID=10 CODE=1 * * *S APSV10 *************************************************************************** * * *** Sub-BASIN SV232 **** * 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=SV232 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 SV232SUM to SV234SUMB 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=SV232SUMRT 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 SV233 **** * 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=SV233 DA=0.03867 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 * * *** Sub-BASIN SV234 **** * 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=3 HYD NO=SV234 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=3 CODE=1 * * * Total Flow from Basin (SV233 + SV234) ADD HYD ID=1 HYD NO=SV234SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV232SUMRT + SV234SUMA) ADD HYD ID=1 HYD NO=SV234SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S APSV11 ****Route HYD SV234SUMB to SV237SUMA 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=20 HYD NO=SV234SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1042 FT NS=0 SLOPE=0.029 * PRINT HYD ID=20 CODE=1 * * *********************************************************************** * * *** Sub-BASIN SV235 **** * 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=SV235 DA=0.01963 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 SV235 to SV236SUM 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=SV235RT INFLOW ID=1 DT=0 HR LENGTH=1017 FT NS=0 SLOPE=0.035 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV236 **** * 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=SV236 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 (SV235RT + SV236) ADD HYD ID=1 HYD NO=SV236SUM 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=3 HYD NO=SV136DIV1 ID II=48 HYD NO=SV136DIV2 PRINT HYD ID=3 CODE=1 PRINT HYD ID=48 CODE=1 * * ****Route HYD SV236SUM1 to SV237SUMA 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=SV236SUM1RT INFLOW ID=3 DT=0 HR LENGTH=556 FT NS=0 SLOPE=0.023 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV234SUMBRT + SV236SUM1RT) ADD HYD ID=1 HYD NO=SV237SUMA ID I=20 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV237 **** * 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=SV237 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 (SV237SUMA + SV237) ADD HYD ID=1 HYD NO=SV237SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S APSV12 ****Route HYD SV237SUMB to SV240 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=SV237SUMBRT INFLOW ID=1 DT=0 HR LENGTH=786 FT NS=0 SLOPE=0.019 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV240 **** * 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=SV240 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 (SV237SUMBRT + SV240) ADD HYD ID=1 HYD NO=SV240SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *S APSV13 ****Route HYD SV240SUM to SV241 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=SV240sumRT INFLOW ID=1 DT=0 HR LENGTH=958 FT NS=0 SLOPE=0.024 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV241 **** * 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=SV241 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 (SV240sumRT + SV241) ADD HYD ID=1 HYD NO=SV241SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *S APSV14 ****Route HYD SV241SUM to SV243SUMA 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=SV241SUMRT INFLOW ID=1 DT=0 HR LENGTH=468 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV239SUMB + SV241SUMRT) ADD HYD ID=10 HYD NO=SV243SUMA ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * * *S APSV15 ************************************************************************** * * *** Sub-BASIN SV242 **** * 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=SV242 DA=0.08119 SQ MI PER A=3.5 PER B=13.2 PER C=13.2 PER D=70.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *S APSV16 ****Route HYD SV242 to SV243SUMB 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=SV242RT INFLOW ID=1 DT=0 HR LENGTH=1337 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SV243 **** * 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=SV243 DA=0.02884 SQ MI PER A=0 PER B=7.7 PER C=7.7 PER D=84.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SV242RT + SV243) ADD HYD ID=1 HYD NO=SV243SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S APSV17 ****Route HYD SV243SUMB to SV243SUMC 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=SV243SUMBRT INFLOW ID=1 DT=0 HR LENGTH=655 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV243SUMA + SV243SUMBRT) ADD HYD ID=1 HYD NO=SV243SUMC ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SV244 **** * 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=SV244 DA=0.02736 SQ MI PER A=0 PER B=22.6 PER C=23.1 PER D=54.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV243SUMC + SV244) ADD HYD ID=1 HYD NO=SV244SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APSV18 * * ****Route HYD SV208SUMB to Sub-Basin A210 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=47 HYD NO=SVBASIN INFLOW ID=1 DT=0 HR LENGTH=200 FT NS=0 SLOPE=0.015 * PRINT HYD ID=47 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= 70 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 * * * ****Route HYD PLBASIN to Sub-Basin A201 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=2 HYD NO=PLBASINRT INFLOW ID=46 DT=0 HR LENGTH=360 FT NS=0 SLOPE=0.029 * PRINT HYD ID=2 CODE=1 * * ****DIVIDE 73 CFS Which is Max Outflow INTO WATERSHED DIVIDE HYD ID=70 Q=73 ID I=1 HYD NO=ADIVSUMA ID II=91 HYD NO=ADIVSUMB PRINT HYD ID=1 CODE=1 PRINT HYD ID=66 CODE=1 * * ****Route HYD ADIVSUMA to Sub-Basin A201 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=3 HYD NO=ADIVSUMART INFLOW ID=1 DT=0 HR LENGTH=2560 FT NS=0 SLOPE=0.029 * PRINT HYD ID=3 CODE=1 *S APA1 * * * Total Flow from Basin (ADIVSUMART + PLBASINRT) ADD HYD ID=1 HYD NO=A201SUMA ID I=3 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=240 FT SLOPE=0.0625 K=0.7 LENGTH=1265 FT SLOPE=0.0395 K=2.0 LENGTH=2060 FT SLOPE=0.0291 K=4.0 COMPUTE NM HYD ID=2 HYD NO=A201 DA=0.07236 SQ MI PER A=49 PER B=14.4 PER C=14.8 PER D=21.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A201SUMA + A201) ADD HYD ID=1 HYD NO=A201SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APA2 * * ****Route HYD A201SUMB to Sub-Basin A202.1 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=10 HYD NO=A201SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1660 FT NS=0 SLOPE=0.029 * PRINT HYD ID=10 CODE=1 * * ********************************************************************************************************* * * *** Sub-BASIN SV229 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=900 FT SLOPE=0.045 K=0.7 COMPUTE NM HYD ID=1 HYD NO=SV229 DA=0.02916 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 * * *** Sub-BASIN SV230 **** * 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=2 HYD NO=SV230 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=2 CODE=1 * * * Total Flow from Basin (SV229 + SV230) ADD HYD ID=1 HYD NO=SV230SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SV230SUM through PondSV10 ROUTE RESERVOIR ID=30 HYD NO=PondSV10 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5282 4.39 0.303 5283 15.96 0.654 5284 32.04 1.053 5285 49.61 1.503 5286 61.42 2.005 5287 * * ****Route HYD SV230SUM to A202.1 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.028 DIA=24 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=SV230SUMRT INFLOW ID=30 DT=0 HR LENGTH=1664 FT NS=0 SLOPE=0.028 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A202.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=800 FT SLOPE=0.0500 K=0.7 LENGTH=1400 FT SLOPE=0.0107 K=2.0 LENGTH=2304 FT SLOPE=0.0050 K=3.0 COMPUTE NM HYD ID=2 HYD NO=A202.1 DA=0.05920 SQ MI PER A=72 PER B=25 PER C=26 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SV230SUMRt + A202.1) ADD HYD ID=1 HYD NO=SV202.1SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A202.1SUMA to Sub-Basin A202.2 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=2 HYD NO=A202.1SUMARt INFLOW ID=1 DT=0 HR LENGTH=1240 FT NS=0 SLOPE=0.029 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A201SUMBRt + A202.1SUMARt) ADD HYD ID=1 HYD NO=A202.1SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A202.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=350 FT SLOPE=0.0200 K=0.7 LENGTH=900 FT SLOPE=0.0333 K=4.0 COMPUTE NM HYD ID=2 HYD NO=A202.2 DA=0.02663 SQ MI PER A=28.1 PER B=19.3 PER C=19.9 PER D=32.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A202.1SUMB + A202.2) ADD HYD ID=1 HYD NO=A202.2SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APA3 * * ****Route HYD A202.2SUM to Sub-Basin A206SUM 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A202.2SUMRt INFLOW ID=1 DT=0 HR LENGTH=2760 FT NS=0 SLOPE=0.029 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A206 **** * 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=A206 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 A206 to A206SUM 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=A206Rt INFLOW ID=1 DT=0 HR LENGTH=685 FT NS=0 SLOPE=0.01 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (A202.2SUMRT + A206RT) ADD HYD ID=10 HYD NO=A206SUM ID I=2 ID II=3 PRINT HYD ID=10 CODE=1 * * ******************************************************************** * * ****Route HYD SV236DIV2 (DEL REY) to Sub-Basin A207 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=1 HYD NO=SV236SUM2Rt INFLOW ID=48 DT=0 HR LENGTH=910 FT NS=0 SLOPE=0.015 * PRINT HYD ID=1 CODE=1 *S APA4 * * *** Sub-BASIN A203 **** * 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=2 HYD NO=A203 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=2 CODE=1 * * ****Route HYD A203 to Sub-Basin A204 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=3 HYD NO=A203Rt INFLOW ID=2 DT=0 HR LENGTH=1830 FT NS=0 SLOPE=0.015 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (A236SUM2Rt + A203Rt) ADD HYD ID=2 HYD NO=A204SUMA ID I=3 ID II=1 PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A204 **** * 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=1 HYD NO=A204 DA=0.03430 SQ MI PER A=1.1 PER B=28.7 PER C=28.7 PER D=41.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A204SUMA + A204) ADD HYD ID=1 HYD NO=A204SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A204SumB to Sub-Basin A205 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=A204SumBRt INFLOW ID=1 DT=0 HR LENGTH=1110 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=2544 FT SLOPE=0.019 K=3.0 LENGTH=1390 FT SLOPE=0.025 K=4.0 COMPUTE NM HYD ID=1 HYD NO=A205 DA=0.02852 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 (A204SumBRt + A205) ADD HYD ID=1 HYD NO=A205Sum ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA5 * * ****Route HYD A205Sum to Sub-Basin A207 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=A205SumRt INFLOW ID=1 DT=0 HR LENGTH=300 FT NS=0 SLOPE=0.018 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A206SUM + A205Sum) ADD HYD ID=1 HYD NO=A207SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A207 **** * 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=A207 DA=0.04014 SQ MI PER A=68.4 PER B=10.4 PER C=10.4 PER D=10.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A207SumA + A207) ADD HYD ID=1 HYD NO=A207SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APA6 * * ****Route HYD A207SUMB to Sub-Basin A208 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A207SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1305 FT NS=0 SLOPE=0.020 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A208 **** * 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=A208 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 (SVBASIN + A208) ADD HYD ID=1 HYD NO=A208SUMA ID I=47 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A207SUMBRT + A208SUMA) ADD HYD ID=1 HYD NO=A208SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A208SUMB to Sub-Basin A210 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A208SUMBRt INFLOW ID=1 DT=0 HR LENGTH=530 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A209 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=610 FT SLOPE=0.029 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A209 DA=0.01282 SQ MI PER A=75.9 PER B=8.4 PER C=8.4 PER D=7.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A209 to Sub-Basin A210 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=3 HYD NO=A209Rt INFLOW ID=1 DT=0 HR LENGTH=2180 FT NS=0 SLOPE=0.018 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN A210 **** * 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=A210 DA=0.04365 SQ MI PER A=0 PER B=17.9 PER C=17.9 PER D=64.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A209Rt + A210) ADD HYD ID=1 HYD NO=A210SUMA ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A208SUMBRT + A210SUMA) ADD HYD ID=1 HYD NO=A210SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA7 * * ****Route HYD A210SUMB to Sub-Basin A212 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A210SUMBRT INFLOW ID=1 DT=0 HR LENGTH=965 FT NS=0 SLOPE=0.012 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A211 **** * 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=1 HYD NO=A211 DA=0.06511 SQ MI PER A=0 PER B=18.4 PER C=18.6 PER D=63 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 *S APA8 * * ****Route HYD A211SUM to A212 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=3 HYD NO=A211Rt INFLOW ID=1 DT=0 HR LENGTH=1525 FT NS=0 SLOPE=0.020 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN A212 **** * 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=1 HYD NO=A212 DA=0.06224 SQ MI PER A=0 PER B=5.1 PER C=5.1 PER D=89.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A211Rt + A212) ADD HYD ID=1 HYD NO=A212SUMA ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A210SUMBRT + A212SUMA) ADD HYD ID=1 HYD NO=A212SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA9 * * ****Route HYD A212SUMB to Sub-Basin A223 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=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=10 HYD NO=A212SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1845 FT NS=0 SLOPE=0.023 * PRINT HYD ID=10 CODE=1 * * ******************************************************************************* * * *** Sub-BASIN A214 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=760 FT SLOPE=0.057 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A214 DA=0.02567 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 A214 to Sub-Basin A215 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=A214RT INFLOW ID=1 DT=0 HR LENGTH=1415 FT NS=0 SLOPE=0.030 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A215 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=795 FT SLOPE=0.026 K=1.0 LENGTH=1590 FT SLOPE=0.026 K=3.0 COMPUTE NM HYD ID=1 HYD NO=A215 DA=0.07926 SQ MI PER A=0 PER B=20.1 PER C=30.9 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A214RT + A215) ADD HYD ID=1 HYD NO=A215SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA10 * * ****Route HYD A215SUM to A217 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=A215SUMRt INFLOW ID=1 DT=0 HR LENGTH=600 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A216 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=350 FT SLOPE=0.036 K=1.0 COMPUTE NM HYD ID=1 HYD NO=A216 DA=0.00913 SQ MI PER A=0 PER B=25 PER C=26.1 PER D=48.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A216 to A217 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=3 HYD NO=A216Rt INFLOW ID=1 DT=0 HR LENGTH=2465 FT NS=0 SLOPE=0.015 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN A217 **** * 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=1 HYD NO=A217 DA=0.05761 SQ MI PER A=0 PER B=10.6 PER C=58.3 PER D=31.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A216RT + A217) ADD HYD ID=1 HYD NO=A117SUMA ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A215SUMRT + A217SUMA) ADD HYD ID=1 HYD NO=A217SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A217SUMB to A218 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=A217SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1000 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A218 **** * 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=A218 DA=0.05592 SQ MI PER A=0 PER B=10 PER C=60.3 PER D=29.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A217SUMBRt + A218) ADD HYD ID=1 HYD NO=A218SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *S ****DIVIDE 235 CFS through 54" pipe and remaining to Surge Pond DIVIDE HYD ID=1 Q=235 ID I=1 HYD NO=A218SUMB ID II=2 HYD NO=A218SUMC PRINT HYD ID=1 CODE=1 PRINT HYD ID=2 CODE=1 * * ****Route Hyd 218SUMC through PondA1 ROUTE RESERVOIR ID=30 HYD NO=PondA1 INFLOW ID=2 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 (A218SUMB + PondA1) ADD HYD ID=1 HYD NO=A218SUMD ID I=1 ID II=30 PRINT HYD ID=1 CODE=1 *S APA11 * * ****Route HYD A218SUMD to A219 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=A218SUMDRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A219 **** * 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=A219 DA=0.06433 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 (A218SUMDRt + A219) ADD HYD ID=1 HYD NO=A219SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A219SUM to A220 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=A219SUMRt INFLOW ID=1 DT=0 HR LENGTH=1025 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A220 **** * 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=A220 DA=0.03619 SQ MI PER A=1 PER B=20.7 PER C=21.7 PER D=57.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A219SUMRt + A220) ADD HYD ID=1 HYD NO=A220SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA12 * * ****Route HYD A220SUM to A221 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=A220SUMRt INFLOW ID=1 DT=0 HR LENGTH=1050 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A221 **** * 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=A221 DA=0.04187 SQ MI PER A=0 PER B=5.9 PER C=5.9 PER D=88.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A220SUMRt + A221) ADD HYD ID=1 HYD NO=A221SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD A221SUM to A222 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=A221SUMRt INFLOW ID=1 DT=0 HR LENGTH=1165 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A222 **** * 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=A222 DA=0.04520 SQ MI PER A=0 PER B=5.4 PER C=5.4 PER D=89.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A221SUMRt + A222) ADD HYD ID=1 HYD NO=A222SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A212SUMBRT + A222SUM) ADD HYD ID=1 HYD NO=A223SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A223 **** * 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=2 HYD NO=A223 DA=0.02061 SQ MI PER A=0 PER B=6.8 PER C=6.9 PER D=86.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A223SUMA + A223) ADD HYD ID=1 HYD NO=A223SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA13 * * ****Route HYD A223SUMB to Sub-Basin A234 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=10 HYD NO=A223SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1270 FT NS=0 SLOPE=0.024 * PRINT HYD ID=10 CODE=1 * * ************************************************************************** * * *** Sub-BASIN A224 **** * 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=A224 DA=0.02007 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 A224 to Sub-Basin A225 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=A224RT INFLOW ID=1 DT=0 HR LENGTH=1280 FT NS=0 SLOPE=0.024 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A225 **** * 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=A225 DA=0.04681 SQ MI PER A=0 PER B=18.3 PER C=18.4 PER D=63.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A224rt + A225) ADD HYD ID=1 HYD NO=A225SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * ****Route HYD A225SUMB to Sub-Basin A234 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A225SUMBRT INFLOW ID=1 DT=0 HR LENGTH=835 FT NS=0 SLOPE=0.014 * PRINT HYD ID=2 CODE=1 * Total Flow from Basin (A223SUMBRt + A225SUMA) ADD HYD ID=10 HYD NO=A225SUMB ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * *S APA15 * ************************************************************************ * *** Sub-BASIN A226 **** * 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=A226 DA=0.04817 SQ MI PER A=0 PER B=18.2 PER C=18.3 PER D=63.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A226 to A227 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=A226Rt INFLOW ID=1 DT=0 HR LENGTH=1950 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A227 **** * 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=A227 DA=0.04342 SQ MI PER A=0 PER B=17.8 PER C=17.8 PER D=64.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A226Rt + A227) ADD HYD ID=1 HYD NO=A227SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A228 **** * 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=2 HYD NO=A228 DA=0.06983 SQ MI PER A=0 PER B=24.8 PER C=25.7 PER D=49.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A227SUM + A228) ADD HYD ID=1 HYD NO=A228SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APA14 * * ****Route HYD A228SUMB to A231 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A228SUMRt INFLOW ID=1 DT=0 HR LENGTH=1650 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A229 **** * 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=A229 DA=0.01395 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 (A228SUMRT + A229) ADD HYD ID=1 HYD NO=A229SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A229SUM to Sub-Basin A231 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=2 HYD NO=A229SUMRT INFLOW ID=1 DT=0 HR LENGTH=845 FT NS=0 SLOPE=0.019 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A230 **** * 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=A230 DA=0.04312 SQ MI PER A=0 PER B=15.1 PER C=15.1 PER D=69.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A22PSUMRT + A230) ADD HYD ID=1 HYD NO=A230SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A231 **** * 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=A231 DA=0.01188 SQ MI PER A=0 PER B=18.6 PER C=18.6 PER D=62.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A230SUM + A231) ADD HYD ID=1 HYD NO=A231SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A231SUMC to A224 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=A231SUMCRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A230SUM + A231) ADD HYD ID=1 HYD NO=A231SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD A231SUM to A224 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=A231SUMBRt INFLOW ID=1 DT=0 HR LENGTH=840 FT NS=0 SLOPE=0.010 * PRINT HYD ID=10 CODE=1 * * ******************************************************************** * * *** Sub-BASIN A232 **** * 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=A232 DA=0.06536 SQ MI PER A=0 PER B=15 PER C=15 PER D=70 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD A232 to Sub-Basin A233 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A232RT INFLOW ID=1 DT=0 HR LENGTH=3890 FT NS=0 SLOPE=0.019 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN A233 **** * 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=A233 DA=0.11362 SQ MI PER A=0 PER B=15 PER C=15 PER D=70 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (A232RT + A233) ADD HYD ID=1 HYD NO=A233SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APA16 * * ****Route HYD A233SUM to Sub-Basin A235 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=A233SUMRT INFLOW ID=1 DT=0 HR LENGTH=620 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A231SUMBRT + A233SUMRT) ADD HYD ID=1 HYD NO=A234SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A234 **** * 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=2 HYD NO=A234 DA=0.03607 SQ MI PER A=0 PER B=21.6 PER C=21.6 PER D=56.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A234SUMA + A234) ADD HYD ID=1 HYD NO=A234SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN A235 **** * 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=A235 DA=0.08192 SQ MI PER A=0 PER B=21.9 PER C=22.8 PER D=55.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (A234SUMB + A235) ADD HYD ID=1 HYD NO=A235SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APA17 * * ****Route HYD A235SUMB to Sub-Basin ADETBASIN 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=49 HYD NO=ABASIN INFLOW ID=1 DT=0 HR LENGTH=1190 FT NS=0 SLOPE=0.014 * PRINT HYD ID=49 CODE=1 * * *S******************************************************************************** *S******* END OF AMOLE BASIN *S******************************************************************************** * * *S******************************************************************************** *S******* SOUTH AMOLE BASIN *S******************************************************************************** * * *** Sub-BASIN SA202 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1160 FT SLOPE=0.022 K=2.0 LENGTH=580 FT SLOPE=0.021 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SA202 DA=0.03705 SQ MI PER A=0 PER B=16.4 PER C=17 PER D=66.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD SA202 to Sub-Basin SA203 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA202Rt INFLOW ID=1 DT=0 HR LENGTH=1500 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1205 FT SLOPE=0.015 K=2.0 COMPUTE NM HYD ID=1 HYD NO=SA204 DA=0.02776 SQ MI PER A=0 PER B=25.6 PER C=26.5 PER D=47.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA204 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 SA203 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=18 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSA1Rt INFLOW ID=30 DT=0 HR LENGTH=770 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * * Total Flow from Basin (SA202RT + PONDSA1RT) ADD HYD ID=1 HYD NO=SA203SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA203 **** * 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=SA203 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 (SA203SUMA + SA203) ADD HYD ID=1 HYD NO=SA203SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APSA1 * * ****Route HYD SA203SUMB to Sub-Basin SA205 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA203SUMBRt INFLOW ID=1 DT=0 HR LENGTH=1250 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA205 **** * 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=SA205 DA=0.07789 SQ MI PER A=11.9 PER B=24.8 PER C=25.1 PER D=38.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA203SUMBRT + SA205) ADD HYD ID=1 HYD NO=SA205SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA2 * * ****Route HYD SA205SUM to Sub-Basin SA206 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=2 HYD NO=SA205SUMRt INFLOW ID=1 DT=0 HR LENGTH=1370 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA206 **** * 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=SA206 DA=0.04163 SQ MI PER A=0 PER B=22.5 PER C=23.5 PER D=54 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA205SUMRT + SA206) ADD HYD ID=1 HYD NO=SA206SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SA206SUM to Sub-Basin SA213 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.019 DIA=78 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=SA206SUMRT INFLOW ID=1 DT=0 HR LENGTH=1070 FT NS=0 SLOPE=0.019 * PRINT HYD ID=10 CODE=1 * *S Increased Pipe Size to Allow Extended Storm System * * ******************************************************************* * * *** Sub-BASIN SA207 **** * 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=SA207 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 SA207 to Sub-Basin SA208 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=SA207RT INFLOW ID=1 DT=0 HR LENGTH=965 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA208 **** * 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=SA208 DA=0.03950 SQ MI PER A=0 PER B=9.1 PER C=9.2 PER D=81.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA207RT + SA208) ADD HYD ID=1 HYD NO=SA208SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA3 * * ****Route HYD SA208SUM to Sub-Basin SA213 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=SA208SUMRT INFLOW ID=1 DT=0 HR LENGTH=555 FT NS=0 SLOPE=0.011 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA206SUMRT + SA208SUMRT) ADD HYD ID=10 HYD NO=SA213SUMA ID I=10 ID II=2 PRINT HYD ID=10 CODE=1 * * ***************************************************************** * * *** Sub-BASIN SA209 **** * 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=SA209 DA=0.03817 SQ MI PER A=0 PER B=5 PER C=5 PER D=90 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ***Route HYD SA209 to Sub-Basin SA210 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=SA209RT INFLOW ID=1 DT=0 HR LENGTH=390 FT NS=0 SLOPE=0.021 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA210 **** * 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=SA210 DA=0.05112 SQ MI PER A=8.2 PER B=5.3 PER C=5.3 PER D=81.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA209RT + SA210) ADD HYD ID=1 HYD NO=SA210SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA4 * * ****Route HYD SA210SUM to Sub-Basin SA211 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=SA210SUMRT INFLOW ID=1 DT=0 HR LENGTH=1020 FT NS=0 SLOPE=0.015 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA211 **** * 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=SA211 DA=0.02232 SQ MI PER A=12.5 PER B=22.2 PER C=22.3 PER D=43 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA212 **** * 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=3 HYD NO=SA212 DA=0.06692 SQ MI PER A=0 PER B=24.1 PER C=25 PER D=50.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (SA211 + SA212) ADD HYD ID=1 HYD NO=SA212SUMA ID I=1 ID II=3 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA210SUMRT + SA212SUMA) ADD HYD ID=1 HYD NO=SA212SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA5 * * ****Route HYD SA212SUMB to Sub-Basin SA213 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=SA212SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1150 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA213SUMA + SA212SUMBRT) ADD HYD ID=1 HYD NO=SA213SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA213 **** * 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=SA213 DA=0.06061 SQ MI PER A=10.3 PER B=21.1 PER C=21.9 PER D=46.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA213SUMB + SA213) ADD HYD ID=1 HYD NO=SA213SUMC ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA213SUMC through PONDSA2 * ROUTE RESERVOIR ID=30 HYD NO=PONDSA2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5024 74.1 3.40 5026 240.7 8.55 5028 313.8 11.4 5029 371.3 14.4 5030 421 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. *S Increasing Outlet in Proposed has allowed entire flow to be carried to channel through pipe flow. *S Increased to Prevent Overtopping to Double-60" RCP. * ****Route HYD PONDSA2 to Sub-Basin SA201 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=84 IN N=0.013 * ROUTE MCUNGE ID=10 HYD NO=PONDSA2RT INFLOW ID=30 DT=0 HR LENGTH=1525 FT NS=0 SLOPE=0.015 * PRINT HYD ID=10 CODE=1 * * ***************************************************************************** * * ****Route HYD TSBASIN to Sub-Basin SA201 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=1 HYD NO=TSBASINRT INFLOW ID=45 DT=0 HR LENGTH=2495 FT NS=0 SLOPE=0.005 * PRINT HYD ID=1 CODE=1 * *** Sub-BASIN SA201 **** * 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=SA201 DA=0.16721 SQ MI PER A=4.7 PER B=17.8 PER C=18.7 PER D=58.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (TSBASINRT + SA201) ADD HYD ID=1 HYD NO=SA201SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (PONDSA2RT + SA201SUM) ADD HYD ID=1 HYD NO=SA214SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA6 * * ***Route HYD SA214SUMA to Sub-Basin SA214 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=SA214SUMART INFLOW ID=1 DT=0 HR LENGTH=1025 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA214 **** * 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=SA214 DA=0.06684 SQ MI PER A=1.9 PER B=18.5 PER C=18.7 PER D=60.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA214SUMART + SA214) ADD HYD ID=1 HYD NO=SA214SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA214SUMB to Sub-Basin SA215 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=SA214SUMBRT INFLOW ID=1 DT=0 HR LENGTH=720 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA215 **** * 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=SA215 DA=0.05396 SQ MI PER A=3.7 PER B=18.5 PER C=18.8 PER D=59 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA214SUMBRT + SA215) ADD HYD ID=1 HYD NO=SA215SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA215SUM to Sub-Basin SA216 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=SA215SUMRT INFLOW ID=1 DT=0 HR LENGTH=1300 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA216 **** * 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=SA216 DA=0.13141 SQ MI PER A=1.9 PER B=19.1 PER C=19.5 PER D=59.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA215SUMRT + SA216) ADD HYD ID=1 HYD NO=SA216SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA7 * * ***Route HYD SA216SUM to Sub-Basin SA217 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=20 HYD NO=SA216SUMRT INFLOW ID=1 DT=0 HR LENGTH=1270 FT NS=0 SLOPE=0.005 * PRINT HYD ID=20 CODE=1 * * ************************************************************************* * * *** Sub-BASIN SA218 **** * 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=SA218 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 SA219 **** * 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=SA219 DA=0.01224 SQ MI PER A=0 PER B=26.3 PER C=26.3 PER D=47.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA218 + SA219) ADD HYD ID=1 HYD NO=SA219SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SA219SUM to Sub-Basin SA220 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA219SUMRT INFLOW ID=1 DT=0 HR LENGTH=1520 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA220 **** * 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=SA220 DA=0.06240 SQ MI PER A=0 PER B=5 PER C=5 PER D=90 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA219SUMRT + SA220) ADD HYD ID=1 HYD NO=SA220SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD SA220SUM to Sub-Basin SA221 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA220SUMRT INFLOW ID=1 DT=0 HR LENGTH=710 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA221 **** * 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=SA221 DA=0.00802 SQ MI PER A=8.3 PER B=5.3 PER C=5.3 PER D=81.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA220SUMRT + SA221) ADD HYD ID=1 HYD NO=SA221SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APSA8 * * ****Route HYD SA221SUM to Sub-Basin SA222 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=SA221SUMRT INFLOW ID=1 DT=0 HR LENGTH=2050 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * *S Extended Storm System to Avoid Excess Street Flow * * *** Sub-BASIN SA222 **** * 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=SA222 DA=0.05066 SQ MI PER A=1.9 PER B=20.5 PER C=21.4 PER D=56.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA221SUMRT + SA222) ADD HYD ID=10 HYD NO=SA222SUM ID I=2 ID II=1 PRINT HYD ID=10 CODE=1 *S APSA9 * * ************************************************************************* * * *** Sub-BASIN SA223 **** * 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=SA223 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 SA223 to Sub-Basin SA225 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=SA223RT INFLOW ID=1 DT=0 HR LENGTH=660 FT NS=0 SLOPE=0.009 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA224 **** * 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=SA224 DA=0.01720 SQ MI PER A=0 PER B=6.6 PER C=6.7 PER D=86.8 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA223 + SA224) ADD HYD ID=1 HYD NO=SA224SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA225 **** * 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=2 HYD NO=SA225 DA=0.02910 SQ MI PER A=0 PER B=16.3 PER C=17 PER D=66.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA224SUM + SA225) ADD HYD ID=1 HYD NO=SA225SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APSA10 * * ****Route HYD SA225SUMB to Sub-Basin SA226 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=SA225SUMRT INFLOW ID=1 DT=0 HR LENGTH=0 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA222SUM + SA225SUMRT) ADD HYD ID=1 HYD NO=SA226SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 *S APSA11 * * *** Sub-BASIN SA226 **** * 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=SA226 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 (SA226SUMA + SA226) ADD HYD ID=1 HYD NO=SA226SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SA226SUMB through PONDSA3 * ROUTE RESERVOIR ID=30 HYD NO=PONDSA3 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5040 63.5 1.851 5042 179.6 4.353 5044 254 7.267 5046 311.1 10.56 5048 359.2 14.23 5050 391 16.23 5051 401.6 18.00 5052 * *S Pond is adequate or close to adequate. *S Added elevation 5052' * ****Route HYD PONDSA3 to Sub-Basin SA217 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.019 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDSA3RT INFLOW ID=30 DT=0 HR LENGTH=3000 FT NS=0 SLOPE=0.019 * PRINT HYD ID=1 CODE=1 * *S Increased to Prevent Overtopping to Double-48" RCP. *S Also redirected to avoid extending into residents backyards by *S running storm drain South down Unser Blvd to Amole Arroyo. * * * Total Flow from Basin (SA216SUMRT + PONDSA3RT) ADD HYD ID=1 HYD NO=SA217SUMA ID I=20 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA217 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=3430 FT SLOPE=0.012 K=3.0 LENGTH=720 FT SLOPE=0.005 K=4.0 COMPUTE NM HYD ID=2 HYD NO=SA217 DA=0.12026 SQ MI PER A=0 PER B=20 PER C=20.1 PER D=59.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA217SUMA + SA217) ADD HYD ID=1 HYD NO=SA217SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APSA12 * * ***Route HYD SA217SUMB to Sub-Basin SA227.1 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=SA217SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1205 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SA227.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=290 FT SLOPE=0.013 K=1.0 LENGTH=2360 FT SLOPE=0.013 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SA227.1 DA=0.08008 SQ MI PER A=0 PER B=24.9 PER C=25.2 PER D=49.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SA217SUMBRT + SA227.1) ADD HYD ID=1 HYD NO=SA227.1SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ***Route HYD SA227.1SUM to Sub-Basin SA227.2 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=SA227.1SUMRT INFLOW ID=1 DT=0 HR LENGTH=990 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (AMOLERT + SA227.1SUMRT) ADD HYD ID=1 HYD NO=SA227.1SUMB ID I=49 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SA227.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=465 FT SLOPE=0.013 K=1.0 LENGTH=2245 FT SLOPE=0.013 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SA227.2 DA=0.12451 SQ MI PER A=32 PER B=21.6 PER C=21.9 PER D=24.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SA227.1SUMB + SA227.2) ADD HYD ID=80 HYD NO=SABASIN ID I=1 ID II=2 PRINT HYD ID=80 CODE=1 *S APSA13 * * *S******************************************************************************** *S********** END OF SOUTH AMOLE BASIN *S******************************************************************************** *S *s *********** AMOLE POND ************** *S * * ****Route Hyd AMOLECOMB through AMOLE DETENTION POND * ROUTE RESERVOIR ID=60 HYD NO=AMOLEPOND INFLOW ID=80 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 4970 6.6 3 4971 9.3 9 4972 11.4 18 4973 13.2 30 4974 14.7 44 4975 16.1 60 4976 17.4 75 4977 18.6 93 4978 19.7 110 4979 20.8 128 4980 21.8 146 4981 22.8 165 4982 23.7 183 4983 24.6 203 4984 25.5 223 4985 26.3 244 4986 27.1 265 4987 27.9 286 4988 28.7 307 4989 29.4 329 4990 30.1 351 4991 30.8 374 4992 31.5 400 4993 32.2 422 4994 32.9 446 4995 33.5 472 4996 34.0 490 4996.75 463 496 4997 2777 520 4998 5655 543 4999 8596 567 5000 10220 583 5000.37 * * ****DIVIDE 34 CFS Which is Max Outflow of Amole Dam before the Spillway DIVIDE HYD ID=60 Q=34 ID I=93 HYD NO=AMOLEPRIME ID II=94 HYD NO=AMOLESPILL PRINT HYD ID=93 CODE=1 PRINT HYD ID=94 CODE=1 * * *S******************************************************************************** *S************** SOUTH POWERLINE BASIN *S******************************************************************************** * * *** Sub-BASIN SP201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.125 K=0.7 LENGTH=1600 FT SLOPE=0.0688 K=2.0 LENGTH=1410 FT SLOPE=0.0426 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SP201 DA=0.13557 SQ MI PER A=10.7 PER B=34 PER C=19.2 PER D=36.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route Hyd SP201 through PondSP1A * ROUTE RESERVOIR ID=30 HYD NO=PondSP1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 7.4 0.33 5318 25.3 0.67 5319 43.7 1.00 5320 56.5 1.50 5321 66.8 2.50 5322 75.8 4.00 5323 83.8 6.00 5324 * * ****Route HYD PondSP1 to PONDSP2 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.01 DIA=24 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PondSP1Rt INFLOW ID=30 DT=0 HR LENGTH=1800 FT NS=0 SLOPE=0.01 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP202 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.1125 K=0.7 LENGTH=1600 FT SLOPE=0.0688 K=2.0 LENGTH=2690 FT SLOPE=0.0558 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP202 DA=0.22512 SQ MI PER A=8.6 PER B=44.9 PER C=16.1 PER D=30.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSP1Rt + SP202) ADD HYD ID=1 HYD NO=SP202SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SP202SUM through PondSP2 * ROUTE RESERVOIR ID=30 HYD NO=PondSP2 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 17 0.25 5318 46 0.50 5319 78 1.00 5320 113 2.00 5321 149 3.00 5322 186 4.50 5323 223 6.50 5324 261 8.60 5325 * * ****Route HYD PondSP2 to Sub-Basin SP203 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=0.035 DIST=35 FT DIST ELEV 0 105 15 100 20 100 35 105 * ROUTE MCUNGE ID=1 HYD NO=PondSP2Rt INFLOW ID=30 DT=0 HR LENGTH=300 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP203 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=400 FT SLOPE=0.0550 K=0.7 LENGTH=550 FT SLOPE=0.0455 K=2.0 COMPUTE NM HYD ID=2 HYD NO=SP203 DA=0.00770 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 (PondSP2Rt + SP203) ADD HYD ID=1 HYD NO=SP203SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD SP203SUM to Sub-Basin SP204 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=0.035 DIST=35 FT DIST ELEV 0 105 15 100 20 100 35 105 * ROUTE MCUNGE ID=2 HYD NO=SP203SUMRt INFLOW ID=1 DT=0 HR LENGTH=190 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN SP204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0700 K=0.7 LENGTH=1600 FT SLOPE=0.0719 K=2.0 LENGTH=2780 FT SLOPE=0.0522 K=3.0 COMPUTE NM HYD ID=1 HYD NO=SP204 DA=0.13615 SQ MI PER A=24.2 PER B=41.3 PER C=12 PER D=22.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (SP203SUMRt + SP204) ADD HYD ID=1 HYD NO=SP204SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SP205SUM through PondSP4 * ROUTE RESERVOIR ID=30 HYD NO=PondSP4 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 17 0.25 5318 46 0.50 5319 78 1.00 5320 113 1.50 5321 149 2.50 5322 186 3.50 5323 223 5.00 5324 261 7.00 5325 * * ****Route HYD PondSP4 to Sub-Basin SP206 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=0.035 DIST=35 FT DIST ELEV 0 105 15 100 20 100 35 105 * ROUTE MCUNGE ID=1 HYD NO=PondSP4Rt INFLOW ID=30 DT=0 HR LENGTH=450 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.0500 K=0.7 LENGTH=1600 FT SLOPE=0.0425 K=2.0 LENGTH=750 FT SLOPE=0.0533 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP205 DA=0.03658 SQ MI PER A=1.6 PER B=24.6 PER C=25.6 PER D=48.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSP4Rt + SP206) ADD HYD ID=1 HYD NO=SP205SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SP205SUM through PondSP5 * ROUTE RESERVOIR ID=30 HYD NO=PondSP5 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 17 0.25 5318 46 0.50 5319 78 1.00 5320 113 1.50 5321 149 2.50 5322 186 3.50 5323 223 5.00 5324 261 7.00 5325 299 9.70 5326 * * ****Route HYD PondSP5 to Sub-Basin SP206 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=0.035 DIST=35 FT DIST ELEV 0 105 15 100 20 100 35 105 * ROUTE MCUNGE ID=1 HYD NO=PondSP5Rt INFLOW ID=30 DT=0 HR LENGTH=530 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.1425 K=1.0 LENGTH=1600 FT SLOPE=0.0625 K=2.0 LENGTH=2340 FT SLOPE=0.0543 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP206 DA=0.05864 SQ MI PER A=23 PER B=25.1 PER C=18 PER D=33.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PondSP4Rt + SP206) ADD HYD ID=1 HYD NO=SP206SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route Hyd SP206SUM through PondSP6 * ROUTE RESERVOIR ID=30 HYD NO=PondSP6 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5317 11 0.25 5318 39 0.50 5319 82 1.00 5320 132 1.50 5321 181 2.50 5322 216 3.50 5323 248 5.00 5324 275 7.00 5325 300 9.60 5326 * * ****Route HYD PondSP6 to PONDSP7 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=66 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=SPBASIN INFLOW ID=30 DT=0 HR LENGTH=650 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP207 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.1300 K=0.7 LENGTH=1600 FT SLOPE=0.0688 K=2.0 LENGTH=2620 FT SLOPE=0.0466 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP207 DA=0.18178 SQ MI PER A=51.6 PER B=35.8 PER C=4.4 PER D=8.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PONDSP6RT + SP207) ADD HYD ID=1 HYD NO=SP207SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *****Route Hyd SP207SUM 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 SP209 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=0.035 DIST=35 FT DIST ELEV 0 105 15 100 20 100 35 105 * ROUTE MCUNGE ID=1 HYD NO=PONDSP7RT INFLOW ID=30 DT=0 HR LENGTH=200 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP208 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.1250 K=0.7 LENGTH=1600 FT SLOPE=0.0688 K=2.0 LENGTH=3140 FT SLOPE=0.0446 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP208 DA=0.13653 SQ MI PER A=76.1 PER B=21.4 PER C=0.9 PER D=1.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SP207SUM + SP208) ADD HYD ID=1 HYD NO=SP208SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * *****Route Hyd SP208SUM through PondSP8 * ROUTE RESERVOIR ID=30 HYD NO=PondSP8 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5129 5.5 1.40 5130 20.1 2.86 5131 44.0 4.41 5132 72.7 6.02 5133 104.4 7.72 5134 136.7 9.50 5135 159.6 11.4 5136 178.4 13.3 5137 195.4 15.3 5138 211.1 17.5 5139 * * ****Route HYD PondSP6 to PONDSP7 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=PONDSP8RT INFLOW ID=30 DT=0 HR LENGTH=800 FT NS=0 SLOPE=0.010 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN SP209 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.1125 K=0.7 LENGTH=1600 FT SLOPE=0.0675 K=2.0 LENGTH=3330 FT SLOPE=0.0390 K=3.0 COMPUTE NM HYD ID=2 HYD NO=SP209 DA=0.12305 SQ MI PER A=67.7 PER B=32.2 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SP208SUMRt + SP209) ADD HYD ID=41 HYD NO=SP209SUM ID I=2 ID II=1 PRINT HYD ID=41 CODE=1 * * *S APSP1 * * *S******************************************************************************** *S************** END OF SOUTH POWERLINE BASIN *S******************************************************************************** * * *S******************************************************************************** *S************** BORREGA BASIN *S******************************************************************************** * * *** Sub-BASIN B201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=620 FT SLOPE=0.011 K=0.7 LENGTH=1860 FT SLOPE=0.043 K=2.0 LENGTH=3205 FT SLOPE=0.059 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B201 DA=0.18234 SQ MI PER A=34.8 PER B=65.2 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD B201 to Sub-Basin B202SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B201RT INFLOW ID=1 DT=0 HR LENGTH=1550 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B202 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=340 FT SLOPE=0.162 K=0.7 LENGTH=1495 FT SLOPE=0.090 K=2.0 LENGTH=2825 FT SLOPE=0.055 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B202 DA=0.22493 SQ MI PER A=44.6 PER B=55.4 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B201RT + B202) ADD HYD ID=1 HYD NO=B202SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B202SUM to Sub-Basin B203.1SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B202SUMRT INFLOW ID=1 DT=0 HR LENGTH=350 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B203.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=520 FT SLOPE=0.085 K=0.7 LENGTH=2660 FT SLOPE=0.057 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B203.1 DA=0.11117 SQ MI PER A=60.6 PER B=39.4 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B202SUMRT + B203.1) ADD HYD ID=1 HYD NO=B203.1SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B203.1SUM to Sub-Basin B204 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=0.005 N=0.013 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B203.1SUMRT INFLOW ID=1 DT=0 HR LENGTH=160 FT NS=0 SLOPE=0.005 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B203.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2515 FT SLOPE=0.008 K=4.0 COMPUTE NM HYD ID=1 HYD NO=B203.2 DA=0.02067 SQ MI PER A=56.2 PER B=15.6 PER C=10 PER D=18.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B203.1SUMRT + B203.2) ADD HYD ID=1 HYD NO=B203.2SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APB1 * * ****Route HYD B203.2SUM to HYD B206SUMA 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=B203.2SUMRT INFLOW ID=1 DT=0 HR LENGTH=1030FT NS=0 SLOPE=0.005 * PRINT HYD ID=10 CODE=1 * * ***************************************************************************************** * * *** Sub-BASIN B204 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=290 FT SLOPE=0.134 K=0.7 LENGTH=1670 FT SLOPE=0.063 K=2.0 LENGTH=1685 FT SLOPE=0.053 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B204 DA=0.23622 SQ MI PER A=37.4 PER B=62.6 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD B204 to Sub-Basin B205SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=NE204RT INFLOW ID=1 DT=0 HR LENGTH=3290 FT NS=0 SLOPE=0.010 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B205 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=535 FT SLOPE=0.079 K=0.7 LENGTH=1320 FT SLOPE=0.045 K=2.0 LENGTH=1585 FT SLOPE=0.038 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B205 DA=0.10595 SQ MI PER A=87.4 PER B=12.6 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B204RT + B205) ADD HYD ID=1 HYD NO=B205SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APB2 * * ****Route Hyd SV205SUM through PondB1 * ROUTE RESERVOIR ID=30 HYD NO=PondB1 INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 5018 10.0 0.5 5019 37.1 1.5 5020 76.1 2.5 5021 120.3 3.5 5022 156.9 4.5 5023 185.6 6.0 5024 * * ****Route HYD B205SUM to B206SUMA Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=1 HYD NO=RB205SUMRT INFLOW ID=30 DT=0 HR LENGTH=945 FT NS=0 SLOPE=0.007 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B203.2SUMRT + B205SUMRT) ADD HYD ID=1 HYD NO=B206SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN B206 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=620 FT SLOPE=0.040 K=1.0 LENGTH=870 FT SLOPE=0.036 K=3.0 COMPUTE NM HYD ID=2 HYD NO=B206 DA=0.02796 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 (B206SUMA + B206) ADD HYD ID=1 HYD NO=B206SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD B206SUM to Sub-Basin B209SUMA COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.037 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=B206SUMRT INFLOW ID=1 DT=0 HR LENGTH=780 FT NS=0 SLOPE=0.037 * PRINT HYD ID=2 CODE=1 * * *************************************************************************** * *** Sub-BASIN B207 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=530 FT SLOPE=0.049 K=0.7 LENGTH=1490 FT SLOPE=0.032 K=2.0 LENGTH=895 FT SLOPE=0.018 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B207 DA=0.08667 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 * * ****Route HYD B207 to B208 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.010 DIA=54 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=RB207RT INFLOW ID=1 DT=0 HR LENGTH=2100 FT NS=0 SLOPE=0.010 * PRINT HYD ID=3 CODE=1 * * *** Sub-BASIN B208 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=370 FT SLOPE=0.043 K=0.7 LENGTH=1690 FT SLOPE=0.038 K=2.0 LENGTH=590 FT SLOPE=0.017 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B208 DA=0.07574 SQ MI PER A=0.7 PER B=24.9 PER C=25.9 PER D=48.5 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B207RT + B208) ADD HYD ID=1 HYD NO=B208SUM ID I=3 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B206SUMBRT + B208SUM) ADD HYD ID=1 HYD NO=B209SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN B209 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=345 FT SLOPE=0.048 K=1.0 LENGTH=980 FT SLOPE=0.026 K=3.0 COMPUTE NM HYD ID=2 HYD NO=B209 DA=0.05388 SQ MI PER A=16.7 PER B=22.9 PER C=23.3 PER D=37.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (B209SUMA + B209) ADD HYD ID=1 HYD NO=B209SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APB3 * * ****Route HYD B209SUMB to Sub-Basin B211.1SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B209SUMBRT INFLOW ID=1 DT=0 HR LENGTH=1945 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B211.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=375 FT SLOPE=0.035 K=0.7 LENGTH=1335 FT SLOPE=0.031 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B211.1 DA=0.06114 SQ MI PER A=0 PER B=25 PER C=26.0 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B209SUMBRT + B211.1) ADD HYD ID=1 HYD NO=B211.1SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD B211.1SUM to Sub-Basin B211.2SUMA 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B211.1SUMRT INFLOW ID=1 DT=0 HR LENGTH=410 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B210 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=415 FT SLOPE=0.041 K=0.7 LENGTH=1535 FT SLOPE=0.027 K=2.0 LENGTH=685 FT SLOPE=0.022 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B210 DA=0.09574 SQ MI PER A=0 PER B=25.0 PER C=26.0 PER D=49 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B211.1SUMRT + B210) ADD HYD ID=1 HYD NO=B211.2SUMA ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B211.2SUMA to Sub-Basin B211.2SUMB 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B211.2SUMART INFLOW ID=1 DT=0 HR LENGTH=1635 FT NS=0 SLOPE=0.027 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B211.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=575 FT SLOPE=0.030 K=0.7 LENGTH=1365 FT SLOPE=0.023 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B211.2 DA=0.03788 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 (B211.2SUMART + B211.2) ADD HYD ID=10 HYD NO=B211.2SUMB ID I=2 ID II=1 PRINT HYD ID=10 CODE=1 * * ******************************************************************************* * *** Sub-BASIN B213.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=390 FT SLOPE=0.038 K=0.7 LENGTH=1725 FT SLOPE=0.031 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B213.1 DA=0.06111 SQ MI PER A=0 PER B=25 PER C=25.8 PER D=49.2 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD B213.1 to Sub-Basin B213.2SUM 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=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B213.1RT INFLOW ID=1 DT=0 HR LENGTH=460 FT NS=0 SLOPE=0.022 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B213.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=310 FT SLOPE=0.039 K=1.0 COMPUTE NM HYD ID=1 HYD NO=B213.2 DA=0.01461 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 (B213.1RT + B213.2) ADD HYD ID=1 HYD NO=B213.2SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B213.2SUM to Sub-Basin B213.3 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B213.2SUMRT INFLOW ID=1 DT=0 HR LENGTH=2280 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B213.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=275 FT SLOPE=0.022 K=0.7 LENGTH=1845 FT SLOPE=0.030 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B213.3 DA=0.06698 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 (B213.2SUMRT + B213.3) ADD HYD ID=1 HYD NO=B215SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B213.3SUM to Sub-Basin B213.6SUMA 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B213.3SUMRT INFLOW ID=1 DT=0 HR LENGTH=1235 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B213.4 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=460 FT SLOPE=0.030 K=0.7 LENGTH=950 FT SLOPE=0.029 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B213.1 DA=0.02317 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 B213.4 to Sub-Basin B213.5SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=3 HYD NO=B213.4RT INFLOW ID=1 DT=0 HR LENGTH=2155 FT NS=0 SLOPE=0.025 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (B213.4RT + B213.5) ADD HYD ID=1 HYD NO=B213.5SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN B213.5 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=365 FT SLOPE=0.027 K=0.7 LENGTH=1940 FT SLOPE=0.027 K=2.0 COMPUTE NM HYD ID=2 HYD NO=B213.5 DA=0.07883 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 (B213.4RT + B213.5) ADD HYD ID=1 HYD NO=B213.5SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD B213.5SUMB to Sub-Basin B213.6SUMA 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B213.5SUMBRT INFLOW ID=1 DT=0 HR LENGTH=820 FT NS=0 SLOPE=0.025 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B213.6 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=625 FT SLOPE=0.024 K=1.0 LENGTH=1100 FT SLOPE=0.021 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B213.6 DA=0.05793 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 (B213.5SUMBRT + B213.6) ADD HYD ID=1 HYD NO=B213.6SUMB ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B211.2SUMB + B213.6SUM) ADD HYD ID=1 HYD NO=B213.6SUMC ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 *S APB4 * * ****Route HYD B213.6SUMC to Sub-Basin B212SUMA 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=10 HYD NO=B213.6SUMCRT INFLOW ID=1 DT=0 HR LENGTH=690 FT NS=0 SLOPE=0.027 * PRINT HYD ID=10 CODE=1 * * ************************************************************************************ * * *** Sub-BASIN B211.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=750 FT SLOPE=0.027 K=0.7 LENGTH=1305 FT SLOPE=0.035 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B211.3 DA=0.04871 SQ MI PER A=27.8 PER B=20 PER C=20.8 PER D=31.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD B211.3 to Sub-Basin B211.4SUM 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=0.005 N=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B211.3RT INFLOW ID=1 DT=0 HR LENGTH=2450 FT NS=0 SLOPE=0.033 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B211.4 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.068 K=0.7 LENGTH=1310 FT SLOPE=0.037 K=2.0 LENGTH=2010 FT SLOPE=0.031 K=3.0 COMPUTE NM HYD ID=1 HYD NO=B211.4 DA=0.17820 SQ MI PER A=24.5 PER B=18.9 PER C=19.6 PER D=37 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B211.3RT + B211.4) ADD HYD ID=1 HYD NO=BB211.4SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD B211.4SUM to Sub-Basin B211.5SUM 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=0.030 DIST=20 FT DIST ELEV 0 105 10 100 15 100 20 105 * ROUTE MCUNGE ID=2 HYD NO=B211.4SUMRT INFLOW ID=1 DT=0 HR LENGTH=2365 FT NS=0 SLOPE=0.017 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN B211.5 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=890 FT SLOPE=0.057 K=0.7 LENGTH=890 FT SLOPE=0.028 K=2.0 COMPUTE NM HYD ID=1 HYD NO=B211.5 DA=0.04923 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 (B211.4SUMRT + B211.5) ADD HYD ID=1 HYD NO=B211.5SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (B213.6SUMCRT + B211.5SUM) ADD HYD ID=1 HYD NO=B212SUMA ID I=10 ID II=1 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN B212 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=650 FT SLOPE=0.022 K=1.0 COMPUTE NM HYD ID=2 HYD NO=B212 DA=0.08048 SQ MI PER A=38.8 PER B=16.7 PER C=17.2 PER D=27.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (B212SUMA + B212) ADD HYD ID=1 HYD NO=B212SUMB ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * *S *S *********** BORREGA DETENTION DAM ************** *S * ****Route Hyd B212sumB through BORREGA POND * ROUTE RESERVOIR ID=30 HYD NO=PONDBOR INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 0 4985 0.4 2.02 4986 4 7.94 4987 8 14.10 4988 14 20.51 4989 24 27.17 4990 36 34.08 4991 49 41.78 4992 69 50.84 4993 163 61.26 4994 174 73.20 4995 184 86.10 4996 191 99.30 4997 225 100.64 4997.1 1252 112.80 4998 3176 126.55 4999 * * ****Route HYD PondB2 to Sub-Basin RB212 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=61 HYD NO=BBASIN INFLOW ID=30 DT=0 HR LENGTH=2520 FT NS=0 SLOPE=0.020 * PRINT HYD ID=61 CODE=1 * * *S******************************************************************************** *S************** END OF BORREGA BASIN *S******************************************************************************** * * *S******************************************************************************** *S************** RIO BRAVO BASIN *S******************************************************************************** * * *** Sub-BASIN RB201 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=400 FT SLOPE=0.048 K=0.7 LENGTH=1555 FT SLOPE=0.043 K=2.0 LENGTH=1965 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB201 DA=0.13686 SQ MI PER A=0 PER B=0.3 PER C=94.1 PER D=5.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD RB201 to RB202SUM 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=RB201RT INFLOW ID=1 DT=0 HR LENGTH=980 FT NS=0 SLOPE=0.01 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB202 **** * 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=RB202 DA=0.13037 SQ MI PER A=6.2 PER B=17.4 PER C=23.4 PER D=53.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB201RT + RB202) ADD HYD ID=1 HYD NO=RB202SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route Hyd RB202SUM 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 RB205.1 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=3405 FT NS=0 SLOPE=0.01 * PRINT HYD ID=10 CODE=1 * * ************************************************************************** * * ****Route HYD SPBASIN to Sub-Basin RB203 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.037 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=1 HYD NO=SPBASINRT INFLOW ID=41 DT=0 HR LENGTH=1210 FT NS=0 SLOPE=0.037 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB203 **** * 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=2 HYD NO=RB203 DA=0.04593 SQ MI PER A=0 PER B=5.2 PER C=5.2 PER D=89.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (SPBASINRT + RB203) ADD HYD ID=1 HYD NO=RB203SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB203SUM to RB204 Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.04 DIA=60 IN N=0.013 * ROUTE MCUNGE ID=2 HYD NO=RB203SUMRT INFLOW ID=1 DT=0 HR LENGTH=965 FT NS=0 SLOPE=0.04 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB204 **** * 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=RB204 DA=0.11728 SQ MI PER A=4.1 PER B=11.6 PER C=53 PER D=31.4 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * * Total Flow from Basin (RB203SUMRT + RB204) ADD HYD ID=1 HYD NO=RB204SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 *S APRB1 * * ****Route HYD RB204SUM to Sub-Basin RB205.1SUMB 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=RB204SUMRT 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 + RB204SUMRT ) ADD HYD ID=1 HYD NO=RB204SUM ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * **** Sub-BASIN RB205.1 **** * 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=RB205.1 DA=0.10519 SQ MI PER A=0 PER B=28.7 PER C=28.7 PER D=42.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (PONDRB1RT + RB205.1) ADD HYD ID=1 HYD NO=RB205.1SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APRB2 * * ****Route HYD RB205.1SUMB to Sub-Basin RB206.2SUMB 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=RB205.1SUMBRT INFLOW ID=1 DT=0 HR LENGTH=2725 FT NS=0 SLOPE=0.035 * PRINT HYD ID=2 CODE=1 * * *** Sub-BASIN RB206.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1100 FT SLOPE=0.027 K=1.0 LENGTH=1325 FT SLOPE=0.020 K=3.0 COMPUTE NM HYD ID=1 HYD NO=RB106 DA=0.06997 SQ MI PER A=0 PER B=21.3 PER C=21.8 PER D=56.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD RB206.1SUM to RB206.2SUM Through a Pipe COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.012 DIA=48 IN N=0.013 * ROUTE MCUNGE ID=3 HYD NO=RB206.1SUMRT INFLOW ID=1 DT=0 HR LENGTH=2005 FT NS=0 SLOPE=0.012 * PRINT HYD ID=3 CODE=1 * * * Total Flow from Basin (RB205.1RT + RB206.1RT) ADD HYD ID=1 HYD NO=RB205.1SUMA ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB206.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=3 ISLOPE=1 LENGTH=1580 FT SLOPE=0.025 K=1.0 LENGTH=420 FT SLOPE=0.020 K=3.0 LENGTH=1665 FT SLOPE=0.024 K=4.0 COMPUTE NM HYD ID=2 HYD NO=RB206.2 DA=0.12568 SQ MI PER A=0 PER B=22.2 PER C=23.1 PER D=54.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB206.1SUMRT + RB206.2) ADD HYD ID=1 HYD NO=RB206.2SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APRB3 * * *** Sub-BASIN RB207.1 **** * 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=2 HYD NO=RB207.1 DA=0.06566 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 (RB206.2SUMBRt + RB207.1) ADD HYD ID=1 HYD NO=RB207.1SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 *S APRB4 * * ****Route HYD RB207.1SUM to Sub-Basin RB209.1SUMB 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=10 HYD NO=RB207.1SUMRt INFLOW ID=1 DT=0 HR LENGTH=1505 FT NS=0 SLOPE=0.035 * PRINT HYD ID=10 CODE=1 * * ************************************************************************** * * ****Route HYD AMOLEDAM to Sub-Basin RB208 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=1 HYD NO=AMOLEDAMRt INFLOW ID=94 DT=0 HR LENGTH=2050 FT NS=0 SLOPE=0.023 * PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB208 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=3400 FT SLOPE=0.017 K=2.0 LENGTH=1000 FT SLOPE=0.005 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB208 DA=0.16716 SQ MI PER A=39.6 PER B=12.2 PER C=12.3 PER D=35.9 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (AMOLEDAMRt + RB208) ADD HYD ID=1 HYD NO=RB208SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB208SUM to Sub-Basin RB209.1 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=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=2 HYD NO=RB208SUMRt INFLOW ID=1 DT=0 HR LENGTH=1688 FT NS=0 SLOPE=0.023 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB207.1SUMRt + RB208SUMRT) ADD HYD ID=1 HYD NO=RB209.1SUMB ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * *** Sub-BASIN RB209.1 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1675 FT SLOPE=0.010 K=2.0 LENGTH=1130 FT SLOPE=0.022 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB209.1 DA=0.06158 SQ MI PER A=23.7 PER B=28.4 PER C=29.1 PER D=18.7 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB208SUMRt + RB209.1) ADD HYD ID=1 HYD NO=RB109SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB209.1 to Sub-Basin RB209.2 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=100 FT MAX ELEV=105 FT CH SLP=0.007 FP SLP=0.04 N=0.035 DIST=50 FT DIST ELEV 0 105 15 100 35 100 50 105 * ROUTE MCUNGE ID=10 HYD NO=RB209.1SUMRT INFLOW ID=1 DT=0 HR LENGTH=190 FT NS=0 SLOPE=0.007 * PRINT HYD ID=10 CODE=1 * * ************************************************************************** * **** Sub-BASIN RB205.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=3820 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=1 HYD NO=RB205.2 DA=0.01722 SQ MI PER A=0 PER B=25 PER C=25.4 PER D=49.6 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=1 CODE=1 * * ****Route HYD RB205.2 to Sub-Basin RB206.3SUM 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=RB205.2RT INFLOW ID=1 DT=0 HR LENGTH=2735 FT NS=0 SLOPE=0.003 * PRINT HYD ID=2 CODE=1 * **** Sub-BASIN RB206.3 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2735 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=1 HYD NO=RB206.3 DA=0.01237 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 (RB205.2Rt + RB206.3) ADD HYD ID=1 HYD NO=RB206.3SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB206.3SUM to Sub-Basin RB211SUMB 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=RB206.3SUMRT INFLOW ID=1 DT=0 HR LENGTH=830 FT NS=0 SLOPE=0.003 * PRINT HYD ID=2 CODE=1 * **** Sub-BASIN RB207.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=830 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=1 HYD NO=RB207.2 DA=0.00378 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 (RB206.3SUMRT + RB207.2) ADD HYD ID=1 HYD NO=RB207.2SUM ID I=2 ID II=1 PRINT HYD ID=1 CODE=1 * * **** Sub-BASIN RB211 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=1680 FT SLOPE=0.012 K=2.0 COMPUTE NM HYD ID=2 HYD NO=RB211 DA=0.04777 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 (RB207.2 + RB211) ADD HYD ID=1 HYD NO=RB211SUMA ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ****Route HYD RB211SUMB to Sub-Basin RB209.2SUM 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=RB211SUMART INFLOW ID=1 DT=0 HR LENGTH=2010 FT NS=0 SLOPE=0.003 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB209.1SUMRt + RB211SUMART) ADD HYD ID=1 HYD NO=RB209SUMA ID I=10 ID II=2 PRINT HYD ID=1 CODE=1 * * **** Sub-BASIN RB209.2 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=1 ISLOPE=1 LENGTH=2010 FT SLOPE=0.025 K=2.0 COMPUTE NM HYD ID=2 HYD NO=RB209.2 DA=0.01087 SQ MI PER A=20.5 PER B=25.2 PER C=26 PER D=28.3 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB209.1SUMBRT + RB209.2) ADD HYD ID=1 HYD NO=RB209.2SUM ID I=1 ID II=2 PRINT HYD ID=1 CODE=1 * * ************************************************************************ * * *** Sub-BASIN RB212 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME METHOD NK=2 ISLOPE=1 LENGTH=1745 FT SLOPE=0.006 K=2.0 LENGTH=1300 FT SLOPE=0.035 K=3.0 COMPUTE NM HYD ID=2 HYD NO=RB212 DA=0.29207 SQ MI PER A=24.6 PER B=21.8 PER C=22.5 PER D=31.1 TP=0.0 MASSRAIN=-1 * PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (BORREGA DAM + RB212) ADD HYD ID=2 HYD NO=RB212SUMA ID I=61 ID II=2 PRINT HYD ID=2 CODE=1 * * * Total Flow from Basin (RB209.2SUMA + RB212SUMA) ADD HYD ID=1 HYD NO=RB212SUMB 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 RBBASIN through HUBBELL LAKE * ROUTE RESERVOIR ID=99 HYD NO=HUBBELLDAM INFLOW ID=1 CODE=1 OUTFLOW (CFS) STORAGE (AC FT) ELEV 0 15 4919 0.1 46 4920 0.2 79 4921 10 114 4922 23 150 4923 30 187 4924 36 221 4925 42 257 4926 46 292 4927 50 328 4928 52 364 4929 53 400 4930 54 440 4931 55 479 4932 3774 492 4933 9508 520 4934 17172 558 4935 19854 631 4935.1 * * PRINT HYD ID=99 CODE=1 *****DIVIDE 55 CFS Which is Max Outflow of Hubbell Dam before the Spillway DIVIDE HYD ID=99 Q=55 ID I=1 HYD NO=HUBBELLPRIME ID II=94 HYD NO=HUBBELLSPILL PRINT HYD ID=1 CODE=1 PRINT HYD ID=94 CODE=1 * FINISH