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OW PROCESS FROM NODE 2. 05 TO NODE 2.05 IS CODE = 3. 1 <br /> ---------------------------------------------------------------------------- <br /> >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< <br /> INFLOW <br /> (STREAM 1) <br /> I <br /> I <br /> V effective depth <br /> ----------- (and volume) <br /> I I I I <br /> I I I . . . .V. . . . . . . . <br /> I detention 1<-->1 outflow <br /> I basin I • • . . . . . . . <br /> ----------- II I \ <br /> I I dead I basin outlet <br /> V I storage I <br /> OUTFLOW --------- <br /> (STREAM 1) <br /> ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 <br /> THROUGH A FLOW-THROUGH DETENTION BASIN <br /> SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: <br /> DEAD STORAGE(AF) = 0. 000 <br /> SPECIFIED DEAD STORAGE(AF) FILLED = 0. 000 <br /> SPECIFIED EFFECTIVE VOLUME (AF) FILLED ABOVE OUTLET - 0.000 <br /> DETENTION BASIN CONSTANT LOSS RATE (CFS) = 0.00 <br /> BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: <br /> INTERVAL DEPTH OUTFLOW STORAGE <br /> NUMBER (FT) (CFS) (AF) <br /> 1 0.00 0.00 0.000 <br /> 2 6.00 10.00 9.230 <br /> 3 6.50 25.50 10.130 <br /> 4 7.00 80.30 11 .030 <br /> 5 7.50 153. 90 11 . 980 <br /> 6 8.00 246. 10 12. 900 <br /> MODIFIED-PULS BASIN ROUTING MODEL RESULTS (5-MINUTE COMPUTATION INTERVALS) : <br /> (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; <br /> MEAN OUTFLOW is the average value during the unit interval. ) <br /> CLOCK MEAN <br /> TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE <br /> (HRS) FILLED(AF) (CFS) (CFS) DEPTH (FT) (CFS) VOLUME(AF) <br /> ---------------------------------------------------------------------------- <br /> 14 .083 0.000 35. 18 0.00 6.58 33.5 10.267 <br /> 14. 167 0.000 35.84 0.00 6.58 34 .2 10.279 <br /> 14 .250 0.000 36.48 0. 00 6.59 34 . 9 10.290 <br /> 0 14 . 333 0.000 37. 12 0. 00 6.59 35.5 10.300 <br /> 14 . 417 0.000 37.77 0. 00 6. 60 36.2 10.311 <br />