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O <br /> <br />~J <br />x% x x M M M x% x x x M M x x x M M M M x x x M M M x N M <br />POND RESULTS <br />N M M N N N N M M N M N% x N M x x x x x M x x x x M x N x <br />xxxxx CONTROL VARIABLES OPTIONS xxx*• <br />FLOW FRACTN ISDO NRHP NSP NCSTR <br />_______________________________________________________ <br />3 0 2 500 10 0 <br />xxxxx DROP SPI LLNAY INPUTS xxxxx <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 = 24.00 INCHES <br />RISER DIAMETER = 24.00 INCHES <br />LENGTH OF PIPE = 120.00 FEET <br />VERTICAL HEAD DROP = 16.20 FEET <br />xxxxx ggSIN GEOMETRY xMNMN <br />STAGE AREA AVERAGE DEPTH DISCHARGE CAPACITY <br />(FT) (ACRES) (FT) (CFS) (ACRES-FT) <br />0.00 0.070 0.00 0.00 0.00 <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 0.00 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 OUTFLON = 0.10 HRS <br />VISCOSITY = 0.009 CMxx2/SEC <br />INFLOW RUNOFF VOLUTAE = 17.519 ACRE-FT <br />OUTFLOW ROUTED VOLUME = 17.517 ACRE-FT <br />~J <br />