START 0.0 HOURS PC=0 PL=-1 *S 100-YR, 24-HR AMOLE AND SNOW VISTA WATERSHEDS(future conditions) *S BY: JAMES D. HUGHES AT MARK GOODWIN AND ASSOCIATES *S LAST REVISION: 10-13-04 (existing conditions in powerline basin) ****************************************************************************** * THE PURPOSE OF THIS MODEL IS TO CALCULATE THE RUNOFF TO THE AMOLE * CHANEL BELOW THE CONFLUENCE WITH THE SNOW VISTA CHANNEL TO BE USED FOR * FINAL DESIGN OF THAT CHANNEL *S 100 YEAR 24 HR STORM RAINFALL TYPE=2 0.0 1.87 2.20 2.66 DT=0.0500 * 10 YEAR 24 HR STORM **RAINFALL TYPE=2 0.0 1.25 1.47 1.77 DT=0.0500 * 2 YEAR 24 HR STORM **RAINFALL TYPE=2 0.0 0.74 0.95 1.15 DT=0.0500 COMPUTE NM HYD ID=1 HYD=100 DA=0.1263 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND100 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 105.08 0.01 0.01 105.09 10.0 10.0 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=105 DA=0.0315 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=3 HYD=POND105 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 26.20 0.01 0.01 26.21 10.0 10.0 PRINT HYD ID=3 CODE=1 DIVIDE HYD ID=3 Q=12 ID=4 HYD=105A ID=1 HYD=105B PRINT HYD ID=3 CODE=1 ADD HYD ID=3 HYD=105C IDS=2 AND 4 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=110 DA=0.0680 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND110 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 56.55 0.01 0.01 56.56 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=4 HYD=110C IDS=2 AND 3 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=1 HYD=120 DA=0.0414 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND120 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 34.45 0.01 0.01 34.46 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=120C IDS=2 AND 4 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=2 HYD=130 DA=0.0379 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND130 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 31.46 0.01 0.01 31.47 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=4 HYD=130C IDS=2 AND 3 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=1 HYD=140 DA=0.0527 SQ MI %A,B,C,& D 00 10 20 70 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND140 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 43.85 0.01 0.01 43.86 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=140C IDS=2 AND 4 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=150 DA=0.0251 SQ MI %A,B,C,& D 00 10 20 70 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND150 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 20.93 0.01 0.01 20.94 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=4 HYD=150C IDS=2 AND 3 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=1 HYD=160 DA=0.0221 SQ MI %A,B,C,& D 00 10 20 70 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND160 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 18.46 0.01 0.01 18.47 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=160C IDS=2 AND 4 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=2 HYD=170 DA=0.0035 SQ MI %A,B,C,& D 00 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=4 HYD=170C IDS=2 AND 3 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=1 HYD=180 DA=0.0356 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND6E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 5320 0.01 0.26 5324 4.1 0.39 5325 10.8 0.53 5326 14.6 0.71 5327 17.6 0.93 5328 17.8 0.95 5328.1 66.2 1.18 5329 163.8 1.46 5330 PRINT HYD ID=2 CODE=1 ADD HYD ID=5 HYD=180C IDS=2 AND 4 PRINT HYD ID=5 CODE=1 COMPUTE NM HYD ID=1 HYD=190 DA=0.0356 SQ MI %A,B,C,& D 00 05 10 85 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND190 INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 29.64 0.01 0.01 29.65 10.0 10.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=190C IDS=5 AND 2 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=200 DA=0.0194 SQ MI %A,B,C,& D 00 10 70 20 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=2 HYD=200C IDS=1 AND 3 PRINT HYD ID=2 CODE=1 ROUTE RESERVOIR ID=6 HYD=POND7E INFLOW ID=2 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5209.4 3.4 0.62 5210.4 8.6 2.01 5211.4 14.0 3.49 5212.4 17.6 5.07 5213.4 18.1 5.31 5213.55 91.0 6.73 5214.4 261.0 8.49 5215.4 503.1 10.35 5216.4 813.2 12.32 5217.4 PRINT HYD ID=6 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.01 FP SLP=0.01 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=5 R NO=1 VS=1 L=1200 SLP=0.01 ROUTE ID=5 HYD=200R INFLOW=6 PRINT HYD ID=5 CODE=1 COMPUTE NM HYD ID=1 HYD=250 DA=0.0272 SQ MI %A,B,C,& D 0 14 30 56 TP=0.18 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 DIVIDE HYD ID=1 RATIO=-0.60 ID=2 HYD=250A ID=6 HYD=250B COMPUTE NM HYD ID=1 HYD=260 DA=0.0473 SQ MI %A,B,C,& D 0 14 30 56 TP=0.19 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=3 HYD=260C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ADD HYD ID=7 HYD=260CC IDS=3 AND 5 PRINT HYD ID=7 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.01 FP SLP=0.01 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=4 R NO=1 VS=1 L=1800 SLP=0.01 ROUTE ID=4 HYD=260R INFLOW=7 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=1 HYD=270 DA=0.0169 SQ MI %A,B,C,& D 0 14 30 56 TP=0.15 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND8E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5188.5 2.6 0.05 5189.5 3.7 0.12 5190.5 4.5 0.21 5191.5 5.2 0.31 5192.5 5.8 0.44 5193.5 6.4 0.60 5194.5 6.7 0.72 5195.15 16.9 0.78 5195.5 44.2 0.89 5196.0 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=270C IDS=2 AND 4 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=280 DA=0.0289 SQ MI %A,B,C,& D 0 14 30 56 TP=0.22 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=4 HYD=POND9E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5176 3.5 0.18 5177 9.3 0.38 5178 16.6 0.60 5179 20.7 0.84 5180 23.7 1.09 5181 25.2 1.22 5181.5 PRINT HYD ID=4 CODE=1 ADD HYD ID=5 HYD=260CC IDS=3 AND 4 PRINT HYD ID=5 CODE=1 COMPUTE NM HYD ID=1 HYD=300 DA=0.0308 SQ MI %A,B,C,& D 30 00 20 50 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND2E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5332 2.0 0.99 5335 4.2 1.43 5336 7.0 1.92 5337 8.0 2.45 5338 8.5 2.84 5338.67 16.5 3.03 5339 70.6 3.67 5340 149.0 4.35 5341 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=305 DA=0.0267 SQ MI %A,B,C,& D 00 00 20 80 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=3 HYD=305C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND9E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5176 2.1 0.28 5177 3.0 0.81 5178 3.7 1.49 5179 4.2 2.37 5180 4.7 3.40 5181 5.2 4.55 5181.5 5.6 5.81 5178 5.7 6.02 5179 36.8 7.18 5180 104.9 8.68 5181 146.1 9.47 5181.5 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=310 DA=0.0817 SQ MI %A,B,C,& D 00 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=3 HYD=310C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=320 DA=0.0609 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=2 HYD=320C IDS=1 AND 3 PRINT HYD ID=2 CODE=1 DIVIDE HYD ID=2 code=999 ID=7 HYD=320A ID=3 HYD=320B TOTAL Q DIVIDED Q 151 151 236 161 296 171 371 180 467 200 PRINT HYD ID= CODE=1 COMPUTE NM HYD ID=1 HYD=330 DA=0.0158 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=4 HYD=330C IDS=1 AND 3 PRINT HYD ID=4 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND10E INFLOW ID=4 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5250 2.7 0.27 5251 4.6 0.57 5252 9.8 0.90 5253 15.1 1.26 5254 19.2 1.66 5255 20.6 2.10 5256 21.6 2.58 5257 21.8 2.66 5257.17 36.8 3.09 5258 126.0 3.65 5259 326.5 4.25 5260 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=330CC IDS=2 AND 7 PRINT HYD ID=3 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.030 DIA=54 IN N=0.015 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=2600 SLP=0.030 ROUTE ID=1 HYD=330R INFLOW=3 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=340 DA=0.1113 SQ MI %A,B,C,& D 0 14 30 56 TP=0.15 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=340C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ADD HYD ID=4 HYD=340CC IDS=3 AND 6 PRINT HYD ID=4 CODE=1 ADD HYD ID=6 HYD=340CCC IDS=4 AND 5 PRINT HYD ID=6 CODE=1 COMPUTE NM HYD ID=2 HYD=351 DA=0.0461 SQ MI %A,B,C,& D 00 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ROUTE RESERVOIR ID=1 HYD=POND351 INFLOW ID=2 CODE=24 CFS OUT VOL AC-FT ELEV FT 0 0.00 0 38.35 0.01 0.01 38.36 10.0 10.0 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=352 DA=0.0267 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=352C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND12E INFLOW ID=3 CODE=24 CFS OUT VOL AC-FT ELEV FT 35.5 0.00 5283.5 37.1 0.17 5284.5 38.8 0.52 5285.5 40.5 0.95 5286.5 42.1 1.47 5287.5 43.1 1.89 5288.2 94.1 2.08 5288.5 PRINT HYD ID=2 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.039 DIA=42 IN N=0.015 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=2800 SLP=0.039 ROUTE ID=1 HYD=352R INFLOW=2 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=353 DA=0.1052 SQ MI %A,B,C,& D 0 14 30 56 TP=0.15 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=353C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND13E INFLOW ID=3 CODE=24 CFS OUT VOL AC-FT ELEV FT 151.1 0.00 5173 166.9 0.19 5174 182.8 0.59 5175 198.6 1.02 5176.5 201.3 1.11 5176.2 403.7 1.51 5177 872.4 2.04 5178 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=354 DA=0.0372 SQ MI %A,B,C,& D 00 20 35 45 TP=0.21 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=3 HYD=354C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ADD HYD ID=1 HYD=354CC IDS=3 AND 6 PRINT HYD ID=1 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.015 FP SLP=0.015 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=9 R NO=1 VS=1 L=2700 SLP=0.015 ROUTE ID=9 HYD=354R INFLOW=1 PRINT HYD ID=9 CODE=1 COMPUTE NM HYD ID=1 HYD=355 DA=0.0247 SQ MI %A,B,C,& D 00 13 26 61 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=4 HYD=355C IDS=1 AND 9 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=3 HYD=356 DA=0.0331 SQ MI %A,B,C,& D 00 14 30 56 TP=0.19 MASS RAINFALL=-1 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=357 DA=0.0281 SQ MI %A,B,C,& D 00 14 30 56 TP=0.16 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ROUTE RESERVOIR ID=2 HYD=POND13E INFLOW ID=1 CODE=24 CFS OUT VOL AC-FT ELEV FT 0.0 0.00 5278 1.2 0.17 5279 3.4 0.45 5280 6.7 0.80 5281 8.4 1.21 5282 8.9 1.70 5283 9.4 2.28 5284 143.0 2.93 5285 PRINT HYD ID=2 CODE=1 ADD HYD ID=5 HYD=357C IDS=2 AND 3 PRINT HYD ID=5 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.0047 DIA=42 IN N=0.015 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=1600 SLP=0.0047 ROUTE ID=1 HYD=357R INFLOW=5 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=358 DA=0.0280 SQ MI %A,B,C,& D 00 13 26 61 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=358C IDS=5 AND 2 PRINT HYD ID=3 CODE=1 ADD HYD ID=11 HYD=358CC IDS=3 AND 4 PRINT HYD ID=11 CODE=1 COMPUTE NM HYD ID=7 HYD=365 DA=0.2916 SQ MI %A,B,C,& D 00 20 30 50 TP=0.34 MASS RAINFALL=-1 PRINT HYD ID=7 CODE=1 COMPUTE NM HYD ID=1 HYD=370 DA=0.0436 SQ MI %A,B,C,& D 00 20 35 45 TP=0.23 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 DIVIDE HYD ID=2 RATIO=-0.50 ID=4 HYD=370A ID=5 HYD=370B ADD HYD ID=3 HYD=365C IDS=5 AND 7 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=2 HYD=372 DA=0.0894 SQ MI %A,B,C,& D 00 20 35 45 TP=0.32 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=1 HYD=372C IDS=4 AND 2 PRINT HYD ID=1 CODE=1 DIVIDE HYD ID=1 code=999 ID=2 HYD=372A ID=4 HYD=372B TOTAL Q DIVIDED Q 70 70 170 145 ADD HYD ID=5 HYD=365C IDS=3 AND 4 PRINT HYD ID=5 CODE=1 ADD HYD ID=6 HYD=365CC IDS=5 AND 11 PRINT HYD ID=6 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.006 FP SLP=0.006 N=0.03 DIST=100 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 10 30 0 70 0 100 10 COMPUTE TRAVEL TIME ID=8 R NO=1 VS=1 L=2400 SLP=0.006 ROUTE ID=8 HYD=365R INFLOW=6 PRINT HYD ID=8 CODE=1 COMPUTE NM HYD ID=1 HYD=373 DA=0.0266 SQ MI %A,B,C,& D 00 20 35 45 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=7 HYD=373C IDS=1 AND 2 PRINT HYD ID=7 CODE=1 **************************************************************************** *S RECALL OUTFLOW HYDROGRAPH FROM THE WESTGATE DAM RECALL HYD ID= 1 HYD=WG100E1B.HYD 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 HYD NO. WG100E1B.HYD IS ***** AP 01 ***** PRINT HYD ID=1 CODE=1 *S RECALL OUTFLOW HYDROGRAPH FROM POWERLINE CHANNEL *S RECALL OUTFLOW HYDROGRAPH FROM POWERLINE CHANNEL RECALL HYD ID=11 HYD=PL100E1B.HYD DT= .050000 HRS DA= 1.6923 SQ MI PEAK= 501.274CFS RO= .7411 INCHES NO PTS=600 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .247 5.816 27.649 87.085 211.645 354.973 422.221 407.083 363.108 335.159 342.670 386.202 444.828 486.722 501.274 498.569 486.300 468.227 445.682 420.443 394.263 368.202 343.498 320.399 298.063 276.845 257.544 240.350 225.208 211.395 198.179 184.323 169.873 156.514 145.348 136.475 129.305 123.198 117.726 112.545 107.334 102.020 96.374 89.978 83.422 77.660 73.067 69.547 66.704 64.190 61.818 59.501 57.189 54.852 52.499 50.175 47.930 45.800 43.792 41.902 40.120 38.439 36.863 35.403 34.069 32.865 31.786 30.837 30.018 29.309 28.697 28.157 27.671 27.237 26.850 26.503 26.191 25.906 25.640 25.390 25.150 24.920 24.697 24.478 24.263 24.050 23.840 23.632 23.425 23.220 23.016 22.814 22.614 22.415 22.218 22.022 21.828 21.636 21.445 21.255 21.068 20.881 20.697 20.513 20.332 20.151 19.973 19.796 19.620 19.446 19.273 19.102 18.933 18.764 18.598 18.433 18.269 18.106 17.946 17.786 17.628 17.471 17.316 17.162 17.010 16.859 16.710 16.562 16.416 16.272 16.129 15.988 15.849 15.712 15.577 15.444 15.314 15.186 15.059 14.934 14.810 14.687 14.565 14.443 14.322 14.201 14.081 13.961 13.842 13.724 13.606 13.489 13.372 13.257 13.142 13.028 12.915 12.803 12.692 12.581 12.472 12.364 12.256 12.150 12.044 11.939 11.836 11.733 11.631 11.530 11.430 11.331 11.232 11.135 11.038 10.943 10.848 10.754 10.661 10.568 10.477 10.386 10.296 10.207 10.119 10.031 9.945 9.859 9.773 9.689 9.605 9.522 9.440 9.359 9.278 9.198 9.119 9.040 8.962 8.885 8.808 8.732 8.657 8.583 8.509 8.436 8.363 8.291 8.220 8.150 8.080 8.010 7.942 7.873 7.806 7.739 7.673 7.607 7.542 7.477 7.413 7.350 7.287 7.225 7.163 7.102 7.041 6.981 6.921 6.862 6.804 6.746 6.688 6.631 6.575 6.519 6.464 6.410 6.357 6.305 6.255 6.206 6.159 6.114 6.071 6.029 5.989 5.950 5.913 5.876 5.841 5.806 5.772 5.739 5.707 5.674 5.643 5.611 5.580 5.550 5.519 5.489 5.459 5.429 5.400 5.370 5.341 5.312 5.283 5.255 5.226 5.198 5.170 5.142 5.114 5.086 5.058 5.031 5.004 4.977 4.950 4.923 4.896 4.870 4.844 4.817 4.791 4.766 4.740 4.714 4.689 4.663 4.638 4.613 4.588 4.564 4.539 4.515 4.490 4.466 4.442 4.418 4.395 4.371 4.347 4.324 4.301 4.278 4.255 4.232 4.209 4.187 4.164 4.142 4.120 4.098 4.076 4.054 4.032 4.010 3.989 3.968 3.946 3.925 3.904 3.883 3.863 3.842 3.822 3.801 3.781 3.761 3.741 3.721 3.701 3.681 3.662 3.642 3.623 3.603 3.584 3.565 3.546 3.527 3.509 3.490 3.472 3.453 3.435 3.417 3.399 3.380 3.363 3.345 3.327 3.309 3.292 3.275 3.257 3.240 3.223 3.206 3.189 3.172 3.155 3.139 3.122 3.106 3.089 3.073 3.057 3.041 3.025 3.009 2.993 2.977 2.962 2.946 2.931 2.915 2.900 2.885 2.870 2.855 2.840 2.825 2.810 2.796 2.781 2.766 2.752 2.738 2.723 2.709 2.695 2.681 2.667 2.653 2.639 2.626 2.612 2.598 2.585 2.571 2.558 2.545 2.532 2.518 2.505 2.492 2.480 2.467 2.454 2.441 2.429 2.416 2.404 2.391 2.379 2.367 2.354 2.342 2.330 2.318 2.306 2.294 2.283 2.271 2.259 2.248 2.236 2.225 2.213 2.202 2.191 2.179 2.168 2.157 2.146 2.135 2.124 2.113 2.103 2.092 2.081 2.071 2.060 2.050 2.039 2.029 2.019 2.008 1.998 1.988 1.978 1.968 1.958 1.948 1.938 1.928 1.919 1.909 1.899 1.890 1.880 1.870 1.861 1.851 1.842 1.832 1.823 1.813 1.803 1.794 1.784 1.774 1.764 1.755 1.745 1.735 1.725 1.716 1.706 1.696 1.687 1.677 1.667 1.658 1.648 1.639 1.629 1.620 1.610 1.601 1.592 1.583 1.573 1.564 1.555 1.546 1.537 1.528 1.519 1.511 1.502 1.493 1.484 1.476 1.467 1.459 1.450 1.442 1.433 1.425 1.417 1.408 1.400 1.392 1.384 1.376 1.368 1.360 1.352 1.344 1.336 1.329 1.321 1.313 1.306 1.298 1.290 1.283 1.276 1.268 1.261 1.253 1.246 1.239 1.232 1.224 1.217 1.210 1.203 1.196 1.189 1.182 1.175 1.169 1.162 1.155 1.148 1.142 1.135 1.128 1.122 1.115 1.109 1.102 1.096 1.090 1.083 1.077 1.071 1.064 1.058 1.052 1.046 1.040 1.034 1.028 1.022 1.016 1.010 PRINT HYD ID=11 CODE=1 ADD HYD ID=2 HYD=WGATE1 IDS=1 AND 11 PRINT HYD ID=2 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.028 FP SLP=0.028 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=2400 SLP=0.028 ROUTE ID=1 HYD=WGATE1R INFLOW=2 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=3 HYD=374 DA=0.2441 SQ MI %A,B,C,& D 00 14 30 56 TP=0.40 MASS RAINFALL=-1 PRINT HYD ID=3 CODE=1 ADD HYD ID=2 HYD=374C IDS=1 AND 3 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=380 DA=0.1497 SQ MI %A,B,C,& D 00 14 30 56 TP=0.22 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=3 HYD=380CC IDS=1 AND 2 PRINT HYD ID=3 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.024 FP SLP=0.024 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=2900 SLP=0.024 ROUTE ID=1 HYD=374R INFLOW=3 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=375 DA=0.0492 SQ MI %A,B,C,& D 60 20 10 10 TP=0.15 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=4 HYD=375C IDS=1 AND 2 PRINT HYD ID=4 CODE=1 COMPUTE NM HYD ID=3 HYD=376 DA=0.0400 SQ MI %A,B,C,& D 00 20 35 45 TP=0.17 MASS RAINFALL=-1 PRINT HYD ID=3 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=1 CH SLP=0.019 FP SLP=0.019 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 1 1 0 15 0.3 29 0 30 1 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=1600 SLP=0.019 ROUTE ID=1 HYD=376R INFLOW=3 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=377 DA=0.0227 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=377C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 ADD HYD ID=5 HYD=375C IDS=3 AND 4 PRINT HYD ID=5 CODE=1 ADD HYD ID=3 HYD=375C IDS=5 AND 7 PRINT HYD ID=3 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=5 CH SLP=0.024 FP SLP=0.024 N=0.02 DIST=30 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 5 10 0 20 0 30 5 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=1300 SLP=0.024 ROUTE ID=1 HYD=377R INFLOW=3 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=378 DA=0.0787 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=378C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=379 DA=0.0206 SQ MI %A,B,C,& D 0 14 30 56 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=2 HYD=379C IDS=8 AND 3 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=379CC IDS=2 AND 1 PRINT HYD ID=3 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=10 CH SLP=0.009 FP SLP=0.009 N=0.02 DIST=60 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 10 20 0 40 0 60 10 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=1900 SLP=0.009 ROUTE ID=1 HYD=379R INFLOW=3 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=381 DA=0.2309 SQ MI %A,B,C,& D 00 11 21 68 TP=0.22 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=1 HYD=381C IDS=2 AND 3 PRINT HYD ID=1 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=10 CH SLP=0.025 FP SLP=0.025 N=0.02 DIST=60 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 10 20 0 40 0 60 10 COMPUTE TRAVEL TIME ID=2 R NO=1 VS=1 L=1800 SLP=0.025 ROUTE ID=2 HYD=381R INFLOW=1 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=382 DA=0.3087 SQ MI %A,B,C,& D 00 11 21 68 TP=0.22 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=4 HYD=382C IDS=1 AND 2 PRINT HYD ID=4 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=10 CH SLP=0.023 FP SLP=0.023 N=0.02 DIST=60 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 10 20 0 40 0 60 10 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=1250 SLP=0.023 ROUTE ID=1 HYD=382R INFLOW=4 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=383 DA=0.3130 SQ MI %A,B,C,& D 00 14 30 56 TP=0.21 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=5 HYD=383C IDS=1 AND 2 PRINT HYD ID=5 CODE=1 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=0 MAX ELEV=10 CH SLP=0.015 FP SLP=0.015 N=0.02 DIST=70 DIST ELEV DIST ELEV DIST ELEV DIST ELEV DIST ELEV 0 10 20 0 50 0 70 10 COMPUTE TRAVEL TIME ID=1 R NO=1 VS=1 L=700 SLP=0.015 ROUTE ID=1 HYD=383R INFLOW=5 PRINT HYD ID=1 CODE=1 COMPUTE NM HYD ID=2 HYD=384 DA=0.2398 SQ MI %A,B,C,& D 00 14 30 56 TP=0.21 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 ADD HYD ID=3 HYD=384C IDS=1 AND 2 PRINT HYD ID=3 CODE=1 COMPUTE NM HYD ID=1 HYD=385 DA=0.0232 SQ MI %A,B,C,& D 00 20 10 70 TP=0.13 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=2 HYD=385C IDS=1 AND 3 PRINT HYD ID=2 CODE=1 COMPUTE NM HYD ID=1 HYD=386 DA=0.09630 SQ MI %A,B,C,& D 00 17 33 50 TP=0.17 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 ADD HYD ID=5 HYD=386C IDS=1 AND 3 PRINT HYD ID=5 CODE=1 FINISH