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2009-03-02_PERMIT FILE - C1980004 (15)
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2009-03-02_PERMIT FILE - C1980004 (15)
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Last modified
8/24/2016 3:44:00 PM
Creation date
3/31/2009 1:23:24 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980004A
IBM Index Class Name
Permit File
Doc Date
3/2/2009
Section_Exhibit Name
Appendix M Hydrologic Calculations
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />r ~,,.;,,~ ~ooa _~nn~ a~..,oi~ i c~ti,.nti <br /> <br />Structure Detai/; <br />Structure #16 (Riprap Channel1 <br />DITCH 5 <br />Triangular Riprap Channel Inputs: <br />Material: Riprag <br />Left Right. Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult. x <br />Ratio Betio :Depth (ft) %. of, Depth ~~) <br />~_ <br />1.5:1 1.5:1 77.0 1.00 <br />Riprap Channel Results: <br />• <br /> <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard,: <br />Design Discharge: 0.47 cfs <br />Depth: 0.05 ft 1.05 ft <br />Top Width: 0.15 ft 3.15 ft <br />Velocity*: <br />X-Section Area: 0.00 sq ft <br />Hydraulic Radius: 0.021 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: SEDIMENT POND_10.sc4 Printed 05-16-2008 <br />TR-16 31 05/08 <br />
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