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<br />lJ <br /> <br />M N x x N M M x x x N M N M%% N% M N N M x x x x N N M M <br />POND RESULTS <br />M N M N N N M N N N M N N N N N M N N N N M N N N M N M M M <br />xxxxx CONTROL VARIABLES OPTIONS xxxxN <br />FLOH FRACTN ISDO NRHP NSP NCSTR - <br />3 0 2 500 10 0 <br />xxxxx DROP SPILLNAY INPUTS xxxxx <br />ENTRANCE LOSS COEFFICIENT = 1.0000 <br />BEND LOSS COEFFICIENT = 0.5000 <br />HEIR COEFFICIENT = 3.1000 <br />ORIFICE COEFFICIENT = 0.6000 <br />MANNING COEFFICIENT = 0.0250 <br />BARREL DIAMATER = 24.00 INCHES <br />RISER DIAMETER = 24.00 INCHES <br />LENGTH OF PIPE = 120.00 FEET <br />VERTICAL HEAD DROP = 16.20 FEET <br />Nxxxx BASIN GEOMETRY xxxxx <br />STAGE AREA AVERAGE DEPTH DISCHARGE CAPACITY <br />(FT) (ACRES) (FT) (CFS) (ACRES-FT) <br />0 .00 0.070 0.00 0.00 O.UO <br />2 .00 0.350 1.33 0.00 0.42 <br />4 .00 0.770 2.64 0.00 1.54 <br />6 .00 1.090 4.01 0.00 3.40 <br />8 .00 1.470 5.36 0.00 5.96 <br />9 .40 1.680 6.32 0.00 8.16 <br />12 .00 2.070 8.14 O.UO 13.04 <br />13. 00 2.210 8.85 0.00 15.18 <br />14. 00 2.360 9.56 15.13 17.46 <br />16. 00 2.690 10.95 26.20 22.51 <br />xxxxx STORM EVENT SUMMARY xxxxx <br />TURBULENCE FACTOR = 1.00 <br />PERMANENT POOL CAPACITY = 15.180 ACRE-FT <br />DEAD STORAGE = 30.00 PERCENT <br />TIME INCREMENT OUTFLOY! = 0.10 HRS <br />VISCOSITY = 0.009 CM"'x2/SEC <br />INFLOH RUNOFF VOLUME = 12.966 ACRE-FT <br />OUTFLON ROUTED VOLUME = 12.964 ACRE-FT <br /> <br />