1991-09-26_REVISION - C1981035 (3)

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A � 19 SS SPILLWAY CREL 104.00 SPILLWAY CREST ELEVATION SFWID 1.00 SPILLWAY WIDTH COQW 3.20 WEIR COEFFICIENT EXPW 1.50 EXPONENT OF HEAD ... COMPUTED OUTFLOW-ELEVATION DATA OUTFLOW .00 .01 .01 .01 .01 .01 .01 .02 .03 .06 ELEVATION 100.00 100.04 100.06 100.07 100.10 100.14 100.23 100.41 100.93 104.00 OUTFLOW .07 .10 .19 .37 .66 1.09 1.70 2.50 3.53 4.81 ELEVATION 104.01 104.05 104.12 104.21 104.33 104.47 104.64 104.83 105.05 105.30 COMPUTED STORAGE-OUTFLOW-ELEVATIONDATA STORAGE .00 .00 .00 .00 .00 .00 .00 .01 .01 .06 OUTFLOW .00 .01 .01 .01 .01 .01 .01 .02 .03 .06 ELEVATION 100.00 100.04 100.06 100.07 100.10 100.14 100.23 100.41 100.93 104.00 STORAGE .06 .06 .06 .06 .06 .07 .07 .07 .07 .08 OUTFLOW .07 .10 .19 .37 .59 .66 1.09 1.70 2.50 3.53 ELEVATION 104.01 104.05 104.12 104.21 104.30 104.33 104.47 104.64 104.83 105.05 STORAGE .08 OUTFLOW 4.81 ELEVATION 105.30 HYDROGRAPH AT STATION POND PEAK FLOW TARE MAXIMUM AVERAGE FLOW 6-HR. 24-HR 72-HR 4.98-HR + (CFS) (HR) (CPS) + 1. 4.98 0. 0. 0. 0. (INCHES) .740 .740 .740 .740 (AC-FT) 0. 0. 0. 0. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 4.98-HR + (AC-FT) (HR) 0. 4.49 0. 0. 0. 0. PEAK STAGE TARE MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 4.98-HR + (FEET) (HR) 104.31 4.98 103.74 103.74 103.74 103.74 CUMULATIVE AREA= .00 SQ MI 1 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TARE IN HOURS, AREA IN SQUARE MILES PEAK TARE OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TARE OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE + 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT + INFLOW 1. 4.98 0. 0. 0. .00 ROUTED TO + POND 1. 4.98 0. 0. 0. .00