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SEDCAD 4 for Windows <br />10 <br />Stability Stability <br />Capacity Capacity <br />Class D w/o Class D w/ <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Freeboard Freeboard <br />Froude Number: 1.01 <br />0.45 <br />Roughness Coefficient: 0.0479 <br />0.1156 <br />Structure #17 (Pond <br />Stockpond 4 at at Sta 125 <br />Pond Inputs: <br />Pond Results: <br />Initial Pool Bev: 92.00 ft <br />Initial Pool: 0.17 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />100.00 20.00 2.00:1 2.00:1 12.00 <br />Peak Elevation: 102.67 ft <br />Dewater Time: 0.96 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge Dewater <br />Time <br />(cfs) (hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 <br />90.01 <br />0.050 <br />0.001 <br />0.000 <br />90.50 <br />0.065 <br />0.029 <br />0.000 <br />91.00 <br />0.083 <br />0.066 <br />0.000 <br />91.50 <br />0.103 <br />0.112 <br />0.000 <br />92.00 <br />0.125 <br />0.169 <br />0.000 <br />92.50 <br />0.148 <br />0.237 <br />0.000 <br />93.00 <br />0.175 <br />0.318 <br />0.000 <br />93.50 <br />0.203 <br />0.412 <br />0.000 <br />94.00 <br />0.233 <br />0.521 <br />0.000 <br />94.50 <br />0.266 <br />0.645 <br />0.000 <br />95.00 <br />0.300 <br />0.787 <br />0.000 <br />95.50 <br />0.325 <br />0.943 <br />0.000 <br />96.00 <br />0.352 <br />1.112 <br />0.000 <br />96.50 <br />0.379 <br />1.295 <br />0.000 <br />Filename: TR105 Streeter Ditch 10024 090215 4ponds.sc4 Printed 09-02-2015 <br />Exh. 7-14E-16 Revision Date: 09/01/2015 <br />Revision No.: TR -105 <br />