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PERMFILE127584
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PERMFILE127584
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Last modified
8/24/2016 10:24:43 PM
Creation date
11/25/2007 4:56:19 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981020A
IBM Index Class Name
Permit File
Doc Date
1/20/2004
Section_Exhibit Name
Appendix M(vii) to M(viii) Hydrologic Data
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />r,.,.~m~m loon o~..~em i e~~.,.,~~. <br />I <br />9 <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (ft) % of Depth (VxD) (fPs) <br />1.5:1 1.5:1 2.0 0.0250 1.00 5.0 <br />Erodible Channel Results: <br /> w/o freeboard w/ Freeboard <br />Design Discharge: 0.17 tfs <br />Depth: 0.25 ft 1.25 R <br />Top Width: 0.74 R 3.74 R <br />Velocity: 1.84 fps <br />X-Section Area: 0.09 sq R <br />Hydraulic Radius: 0.102 <br />Froude Number: 0.93 <br />Structure #9 Ri rap Channe/~ <br />H <br />Triangular Riprap Channel Inputs: <br />U <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult <br />x <br />Ratio Ratio . <br />Depth (ft) % of Depth (~D) <br />1.5:1 1.5:1 40.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br />I• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.17 ds <br />Depth: 0.05 R 1.05 ft <br />Top Width: 0.15 R 3.15 R <br />Velocity*: <br />X-Section Area: 0.00 sq R <br />Hydraulic Radius: 0.020 <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 />Material: Riprap <br />Filename: MunGob-1 O.sc4 <br />MD <br />M(vii)-14 <br />Printed 06-28-2002 <br />6/02 <br />
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