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2021-04-05_PERMIT FILE - C1981019A (18)
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2021-04-05_PERMIT FILE - C1981019A (18)
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Last modified
9/13/2023 8:36:24 PM
Creation date
5/17/2021 2:20:16 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
4/5/2021
Doc Name
Streeter Pond and Permanent Channels
Section_Exhibit Name
Exhibit 07 Item 14 Appendix Exh7-14SP
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1aaA 9n1n D-1� I Q,k--h <br /> 11 <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 16.85 cfs 16.85 cfs <br /> Depth: 0.44 ft 0.79 ft <br /> Top Width: 14.65 ft 16.72 ft <br /> Velocity: 2.87 fps 1.49 fps <br /> X-Section Area: 5.88 sq ft 11.29 sq ft <br /> Hydraulic Radius: 0.397 ft 0.665 ft <br /> Froude Number: 0.80 0.32 <br /> Roughness 0.0560 0.1517 <br /> Coefficient: <br /> Structure #19 <br /> Null at Confluence Buckskin/Streeter <br /> Structure #15(Vegetated Channe/� <br /> Streeter Ditch 111+00 to 125+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> g Freeboard Freeboard 9 <br /> Bottom Retardance <br /> Width(ft) Sideslope Sideslope Slope(%) Classes o Mult. x Velocity <br /> Ratio Ratio Depth (ft) /o of Depth (VxD) (fps) <br /> 15.00 3.0:1 3.0:1 2.6 D, B 7.0 <br /> Vegetated Channel Results: <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 42.68 cfs 42.68 cfs <br /> Depth: 0.67 ft 1.10 ft <br /> Top Width: 19.05 ft 21.59 ft <br /> Velocity: 3.71 fps 2.12 fps <br /> X-Section Area: 11.49 sq ft 20.09 sq ft <br /> Hydraulic Radius: 0.596 ft 0.915 ft <br /> Froude Number: 0.84 0.39 <br /> Roughness 0.0457 0.1065 <br /> Coefficient: <br /> Structure #14(Ponds <br /> SD-3 Stockpond <br /> Pond Inputs: <br /> Filename: Exhibit 7-14SP Streeter Pond 10 Yr 24 Hr.sc4 Printed 01-19-2021 <br />
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