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Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 15.02 cfs 15.02 cfs <br />Depth: 0.42 ft 0.76 ft <br />Top Width: 14.52 ft 16.55 ft <br />Velocity: 2.70 fps 1.39 fps <br />X-Section Area: 5.57 sq ft 10.84 sq ft <br />Hydraulic Radius: 0.380 ft 0.645 ft <br />Froude Number: 0.77 0.30 <br />Roughness Coefficient: 0.0579 0.1604 <br />Structure #19 (Null) <br /> Null at Confluence Buckskin/Streeter <br />Structure #16 (Pond) <br /> SD-3 Stockpond <br /> Pond Inputs: <br />Initial Pool Elev: 100.00 ft <br />Initial Pool: 2.01 ac-ft <br />*Sediment Storage: 0.00 ac-ft <br />Dead Space: 0.00 % <br />*No sediment capacity defined <br />Emergency Spillway <br />Spillway Elev Crest Length <br />(ft) <br />Left <br />Sideslope <br />Right <br />Sideslope <br />Bottom <br />Width (ft) <br />100.00 20.00 2.00:1 2.00:1 20.00 <br /> Pond Results: <br />Peak Elevation: 100.00 ft <br />H'graph Detention Time: 0.12 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.21 days <br />Trap Efficiency: 0.00 % <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />Filename: Exhibit 7-14E Streeter Pond 10 Yr 24 Hr.sc4 Printed 02-10-2020 <br />SEDCAD 4 for Windows <br />Copyright 1998 -2010 Pamela J. Schwab <br />Civil Software Design, LLC 11