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SEDCAD 4 for Windows <br /> r•....,.+„ti+tooa_�n�n vv...�+� � c,-titinti <br /> 10 <br /> Combined <br /> Elevation Drop 1lnlet Emergency Total <br /> (ft) (d�) Spillway(cfs) Discharge <br /> (ds) <br /> 11.19 0.000 0.000 0.000 <br /> 11.50 0.000 0.000 0.000 <br /> 12.00 0.000 0.000 0.000 <br /> 12.50 0.000 0.000 0.000 <br /> 13.00 0.000 0.000 0.000 <br /> 13.50 0.000 0.000 0.000 <br /> 14.00 - 0.000 - 0.000 -- -0.000 <br /> 14.50 0.000 0.000 0.000 <br /> 15.00 10.330 0.000 10.330 <br /> 15.50 29.217 0.000 29.217 <br /> 15.60 33.707 0.000 33.707 <br /> 16.00 41.684 13.562 55.247 <br /> 16.50 48.133 30.515 78.648 <br /> 17.00 53.631 70.593 124.224 <br /> Structure #3(Pond) <br /> No-Name #5 <br /> Pond Inputs: <br /> Initial Pool Elev: 6.00 ft <br /> Initial Pool: 0.41 ac-ft <br /> *Sediment Storage: 0.62 ac-ft <br /> Dead Space: 20.00% <br /> *Sediment capadty was entered by user <br /> V-notch Weir <br /> Notch Angle Spillway Elev <br /> (deg) (ft) <br /> 126.00 6.00 <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width(ft) <br /> 8.00 25.00 3.00:1 3.00:1 15.00 <br /> Pond Results: <br /> Peak Elevation: 7.21 ft <br /> H'graph Detention Time: 0.96 hrs <br /> Pond Model: CSTRS <br /> Filename:No Name 10-year event.sa4 Printed 04-01-2020 <br />