*2345678901234567890 * * 100 year, 24 hour storm * * Future Conditions; FULLY DEVELOPED * * HMCG JOB NUMBER 2014.184.4 * APS NORTHWEST EDUCATION CORRIDOR * * START TIME = 0.0 HR PUNCH CODE = 0 PRINT LINES = -1 * * RAINFALL DATA FROM NOAA Atlas 14, Volume 1, Version 5 * RAINFALL TYPE = 1 RAIN QUARTER = 0.0 RAIN ONE = 1.80 IN RAIN SIX = 2.31 IN RAIN DAY = 2.62 IN DT = 0.03333 * * COMPUTE EXISTING 100-YEAR PEAK RATE AND VOLUME OF RUNOFF * * BASIN L9.2A-1 * COMPUTE NM HYD ID = 1 HYD NO = L9.2A_1 AREA = 0.03288 SQ MI PER A = 0.00 PER B = 12.95 PER C = 12.95 PER D = 74.1 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 1 CODE = 1 * * BASIN L9.2A-2 * COMPUTE NM HYD ID = 2 HYD NO = L9.2A_2 AREA = 0.02071 SQ MI PER A = 0.00 PER B = 45.63 PER C = 31.58 PER D = 22.79 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 2 CODE = 1 * * BASIN L9.2A-3 * COMPUTE NM HYD ID = 3 HYD NO = L9.2A_3 AREA = 0.00329 SQ MI PER A = 0.00 PER B = 80.00 PER C = 20.00 PER D = 00.00 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 3 CODE = 1 * * BASIN L9.2A-4 * COMPUTE NM HYD ID = 4 HYD NO = L9.2A_4 AREA = 0.00388 SQ MI PER A = 0.00 PER B = 50.00 PER C = 50.00 PER D = 00.00 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 4 CODE = 1 * * BASIN L9.2A-5 * COMPUTE NM HYD ID = 5 HYD NO = L9.2A_5 AREA = 0.01090 SQ MI PER A = 0.00 PER B = 22.53 PER C = 22.53 PER D = 54.94 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 5 CODE = 1 * * BASIN L9.2A-6 * COMPUTE NM HYD ID = 6 HYD NO = L9.2A_6 AREA = 0.02169 SQ MI PER A = 0.00 PER B = 11.52 PER C = 11.52 PER D = 76.96 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 6 CODE = 1 * * BASIN L7.1A * COMPUTE NM HYD ID = 7 HYD NO = L7.1A AREA = 0.00575 SQ MI PER A = 0.00 PER B = 45.76 PER C = 45.76 PER D = 08.48 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 7 CODE = 1 * * BASIN UD.4A * COMPUTE NM HYD ID = 8 HYD NO = UD.4A AREA = 0.00955 SQ MI PER A = 0.00 PER B = 38.22 PER C = 38.22 PER D = 23.56 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 8 CODE = 1 * * BASIN L9.1B_1 * COMPUTE NM HYD ID = 9 HYD NO = L9.1B_1 AREA = 0.00720 SQ MI PER A = 0.00 PER B = 46.78 PER C = 46.78 PER D = 06.44 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 9 CODE = 1 * * BASIN L9.1B_2 * COMPUTE NM HYD ID = 10 HYD NO = L9.1B_2 AREA = 0.00462 SQ MI PER A = 0.00 PER B = 40.11 PER C = 40.11 PER D = 19.78 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 10 CODE = 1 * * BASIN L9.1B_3 * COMPUTE NM HYD ID = 11 HYD NO = L9.1B_3 AREA = 0.00839 SQ MI PER A = 0.00 PER B = 18.18 PER C = 18.18 PER D = 63.64 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 11 CODE = 1 * * BASIN L9.2B * COMPUTE NM HYD ID = 12 HYD NO = L9.2B AREA = 0.01274 SQ MI PER A = 0.00 PER B = 42.49 PER C = 42.49 PER D = 15.02 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID = 12 CODE = 1 * * BASIN L12.19D/20A * COMPUTE NM HYD ID = 13 HYD NO = L12.19D/20A AREA = 0.00426 SQ MI PER A = 0.00 PER B = 43.05 PER C = 43.05 PER D = 13.90 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID =13 CODE = 1 * * BASIN L9.1AOFF * COMPUTE NM HYD ID = 14 HYD NO = L9.1AOFF AREA = 0.09675 SQ MI PER A = 91.9 PER B = 0.0 PER C = 8.1 PER D = 0.0 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID =14 CODE = 1 * * BASIN L9.2AOFF * COMPUTE NM HYD ID = 15 HYD NO = L9.2AOFF AREA = 0.003203 SQ MI PER A = 0.00 PER B = 0.00 PER C = 100.0 PER D = 0.00 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID =15 CODE = 1 * * BASIN L9.1BOFF * COMPUTE NM HYD ID = 16 HYD NO = L9.1BOFF AREA = 0.046265 SQ MI PER A = 75.0 PER B = 25.00 PER C = 00.0 PER D = 0.00 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID =16 CODE = 1 * * BASIN UD.4OFF * COMPUTE NM HYD ID = 17 HYD NO = UD.4OFF AREA = 0.00072 SQ MI PER A = 0.00 PER B = 0.00 PER C = 0.00 PER D = 100.00 TP = -0.13333 HRS MASS RAIN = -1 PRINT HYD ID =17 CODE = 1 * * ADD HYD ID = 18 HYD NO = BASIN_2T ID = 1 ID = 2 ADD HYD ID = 19 HYD NO = BASIN_3T ID = 18 ID = 3 ADD HYD ID = 20 HYD NO = BASIN_4T ID = 19 ID = 4 ADD HYD ID = 21 HYD NO = BASIN_5T ID = 20 ID = 5 ADD HYD ID = 22 HYD NO = BASIN_6T ID = 21 ID = 6 ADD HYD ID = 23 HYD NO = BASIN_7T ID = 22 ID = 7 * * * TOTAL FLOW TO STORM DRAIN MANHOLE SPLITTER * PRINT HYD ID = 23 CODE = 1 * * DIVIDE OUT BASE FLOW RATE TO DIVERT LOW FLOWS TO POND * DIVIDE HYD ID = 23 Q=103.6 ID I = 24 HYD NO = TO_S1 ID II= 25 HYD NO = TO_POND * PRINT HYD ID = 24 CODE = 1 PRINT HYD ID = 25 CODE = 1 * * *BASIN L9.1B FLOW TOTAL ADD HYD ID = 26 HYD NO = BASIN_8T ID = 9 ID = 16 *ROUTE THROUGH POND LOCATED IN L9.1B-1 ROUTE RESERVOIR ID = 27 HYD NO = OUTFLOW INFLOW ID = 26 CODE = 5 OUTFLOW (CFS) STORAGE(AC FT) ELEV(FT) 0.00 0.00 5008 0.44 0.05 5009 0.44 0.09 5009.47 35.7 0.12 5010 60.6 0.21 5011 78.0 0.33 5012 *****CONTINUE ADDING OTHER L9.1B BASINS AND BASIN L12.119D/20A ADD HYD ID = 28 HYD NO = BASIN_9T ID = 27 ID = 10 ADD HYD ID = 29 HYD NO = BASIN_10T ID = 28 ID = 11 ADD HYD ID = 30 HYD NO = BASIN_11T ID = 29 ID = 13 ******TOTAL FLOW TO POND ADD HYD ID = 31 HYD NO = BASIN_12T ID = 30 ID = 12 ADD HYD ID = 32 HYD NO = BASIN_13T ID = 31 ID = 25 PRINT HYD ID = 32 CODE = 1 *ROUTE THROUGH POND LOCATED IN L9.2B- MAIN POND WAS RE-EVALUATED WITH AS_BUILT DATA FOR GRATE, OUTLET, AND POND VOLUME ROUTE RESERVOIR ID = 33 HYD NO = OUTFLOW INFLOW ID = 32 CODE = 5 OUTFLOW (CFS) STORAGE(AC FT) ELEV(FT) 0.00 0.00 5049 3.86 0.07 5050 3.86 0.23 5051 3.86 0.49 5052 3.86 0.81 5053 3.86 1.19 5054 3.86 1.62 5055 3.86 2.08 5056 3.86 2.22 5056.27 52.50 2.59 5057 80.50 3.15 5058 101.5 3.76 5059 PRINT HYD ID = 33 FINISH