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23 0.080 81457.417 * 23.50 0.080 1412.187 <br /> 2, 0.080 81518.315 * 23.70 0.081 540.375 <br /> * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * <br /> POND RI_SULTS <br /> ***** CONTROL VARIABLES OPTIONS ***** <br /> FLOW FRACTN ISDO NRHP NSP NCSTR <br /> ------------------------------------------------------- <br /> 3 0 2 500 6 0 <br /> ***** DROP SPILLWAY INPUTS ***** <br /> -------------------------------- <br /> ENTRANCE LOSS COEFFICIENT = 1.0000 <br /> BEND LOSS COEFFICIENT = 0.5000 <br /> WEIR COEFFICIENT = 3. 1000 <br /> ORIFICE COEFFICIENT = 0.6000 <br /> MANNING COEFFICIENT = 0.0250 <br /> BARREL DIAMATER = 12.00 INCHES <br /> RISER DIAMETER = 12.00 INCHES <br /> LENGTH OF PIPE = 70.00 FEET <br /> VERTICAL HEAD DROP = 1 .40 FEET <br /> ***** BASIN GEOMETRY ***** <br /> STAGE AREA AVERPGE DEPTH DISCHARGE CAPACITY <br /> ( FT) (ACRES) ( FT) (CFS) (ACRES-FT) <br /> ------------------------------------------------------------- <br /> 0.00 0.010 0.00 0.00 0.00 <br /> 2.00 0.030 1 .50 0.00 0.04 <br /> 4.00 0.040 3. 18 0.00 0.11 <br /> 6.00 0.060 4.62 0.00 0.21 <br /> 8.00 0.080 5.91 0.00 0.35 <br /> 10.00 0.100 7.19 3.57 0.53 <br /> ***** STORM EVENT SUMMARY *µ*** <br /> ------------------------------- <br /> TURBULENCE FACTOR = 1 .00 <br /> PERMANENT POOL CAPACITY = 0.350 ACRE-FT <br /> DEAD STORAGE = 40.00 PERCENT <br /> TIME INCREMENT OUTFLOW = 0. 10 HRS <br /> VISCOSITY = 0.009 CM**.'_/SEC <br /> INFLOW RUNOFF VOLUME = 0.251 ACRE-FT <br />