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Structure Detail: <br />Structure #2 (Pond) <br /> MB-4 <br /> Pond Inputs: <br />Initial Pool Elev: 6,077.00 ft <br />Initial Pool: 0.03 ac-ft <br />Straight Pipe <br />Barrel <br />Diameter <br />(in) <br />Barrel <br />Length <br />(ft) <br />Barrel <br />Slope (%) <br />Manning's <br />n <br />Spillway <br />Elev (ft) <br />Entrance <br />Loss <br />Coefficient <br />Tailwater <br />Depth <br />(ft) <br />8.00 20.00 0.50 0.0140 6,077.00 0.90 0.00 <br />Straight Pipe <br />Barrel <br />Diameter <br />(in) <br />Barrel <br />Length <br />(ft) <br />Barrel <br />Slope (%) <br />Manning's <br />n <br />Spillway <br />Elev (ft) <br />Entrance <br />Loss <br />Coefficient <br />Tailwater <br />Depth <br />(ft) <br />12.00 20.00 0.50 0.0140 6,079.00 0.90 0.00 <br /> Pond Results: <br />Peak Elevation: 6,077.44 ft <br />Dewater Time: 0.15 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />Elevation Area <br />(ac) <br />Capacity <br />(ac-ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />6,076.00 0.030 0.000 0.000 <br />6,076.50 0.030 0.015 0.000 <br />6,077.00 0.030 0.030 0.000 Spillway #1 <br />6,077.44 0.032 0.044 0.429 3.70 Peak Stage <br />6,077.50 0.032 0.046 0.492 <br />6,078.00 0.035 0.062 1.144 <br />6,078.50 0.037 0.080 1.604 <br />6,079.00 0.040 0.100 1.941 Spillway #2 <br />6,079.50 0.042 0.120 3.106 <br />Filename: West Elk-Outfall 35.sc4 Printed 10-30-2023 <br />SEDCAD 4 for Windows <br />Copyright 1998 -2010 Pamela J. Schwab <br />Civil Software Design, LLC 5