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SEDCAD 4 for Windows <br />r,--lnM 904A -wm Oorr?nlo 1 -4-mh <br />Emergency Spillway <br />Gpst ?,nyq 1 Right gpttorn <br />Spillway, Elev <br />(ft) : SIdPSiope Sldeslop Width (ft) <br />7,345,70 15.00 3.00:1 3.00:1 20.00 <br />Dro nle <br />R?sQf Wse'r Height <br />i <br />e Bagel Bartel Slope <br />, <br />Dtameter Spillway Elev' <br />Mapping's n (ft) <br />D <br />am <br />ter (ft) ) <br />Lengti (ft) ( <br />00)r. i. ?Itt} ,. <br />24.00 4.50 24.00 155.00 2.70 0.0240 7,344.60 <br />Pond Results: <br />• <br />• <br />Peak Elevation: 7,345.41 ft <br />H'graph Detention Time: 0.86 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.71 days <br />Trap Efficiency: 87.58 <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation <br />Area ! <br /> <br />(ac) <br />Capacity <br /> <br />(ac-ft) Dewater <br />Discharge Time <br />7,334,00 0.000 0.000 D.000 Top of Sed. Storage <br />7,334.50 0.027 0.005 D.000 <br />7,335.00 01110 0.037 0.000 <br />7,335.50 0.248 0.124 0.000 <br />7,336.00 0.440 0.293 0.000 <br />7,336.50 0.469 0.520 0.000 <br />7,337.00 0.498 0.762 0.000 <br />7,337.50 0.529 1.019 0.000 <br />7,338.00 0.560 1.291 0.000 <br />7,338.50 0.584 1.577 0.000 <br />7,339.00 0.609 1.875 0.000 <br />7,339.50 0.634 2.186 01000 <br />7,340.00 0.660 2.510 0.000 <br />7,340.50 0.687 2.846 0.000 <br />7,341.00 0.714 3.196 0.000 <br />7,341.50 0.742 3.560 0.000 <br />7,342.00 0.770 3.938 0.000 <br />7,342.50 0.797 4.330 OA00 <br />12 <br />Filename: Pond 012A Design TR37 25Yr 24Hr_090112.scs4 <br />17ewatering time is calculated from peak stage to lowest spit/way <br />Printed 01-1z-LUUy