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2017-02-03_PERMIT FILE - C1980004 (18)
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2017-02-03_PERMIT FILE - C1980004 (18)
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Last modified
7/13/2017 8:20:02 AM
Creation date
7/13/2017 8:18:29 AM
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Template:
DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
Permit File
Doc Date
2/3/2017
Section_Exhibit Name
Appendix M Hydrologic Calculations
Media Type
D
Archive
No
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0) <br />SEDCAD 4 for Windows <br />!`—mm,f I GOR -')nn7 P -1e I Crh,—h <br />Structure Detail; <br />Structure #17 (Riprap Channel <br />DITCH 6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom g <br />Freeboard <br />Freeboard Freeboard <br />Width Sideslope Sideslope Slope ("/o) <br />Mult. x <br />Ratio.'. Ratio <br />p� (ft) . % of Depth <br />p (VXD) <br />1.00 1.5:1 1.5:1 5.0 <br />1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <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 32 05/08 <br />W/o Freeboard w/ Freeboard, <br />Design Discharge: <br />6.80 cfs <br />Depth: <br />0.37 ft 1.37 ft <br />Top Width: <br />2.12 ft 5.12 ft <br />Velodty*: <br />X -Section Area: <br />0.58 sq ft <br />Hydraulic Radius: <br />0.247 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />3.00 in <br />D50: <br />9.00 in <br />Dmax: <br />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 32 05/08 <br />
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