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2010-04-26_PERMIT FILE - C1980007A (11)
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2010-04-26_PERMIT FILE - C1980007A (11)
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Last modified
8/24/2016 4:08:44 PM
Creation date
6/28/2010 2:19:17 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
4/26/2010
Doc Name
SEDCAD Model Output
Section_Exhibit Name
Exhibit 82 Appendix F
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />( --inhf 1QOR -9M7 P.—I. I Rrhumh <br />Structure #27 (R / " rap Channel) <br />E9 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Manning's n: <br />0.0650 <br />Dmin: <br />5.00 in <br />D50: <br />9.00 in <br />Dmax: <br />12.00 in <br />Structure #27 (R / " rap Channel) <br />E9 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Bottom a Sideslo a Sloe <br />Sideslo P P Slope ) <br />Mult. x <br />Width (ft) Ratio Ratio <br />Depth (ft) % of Depth (VXD) <br />3.00 1.5:1 1.5:1 34.9 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />Structure #26 (Riprap Channe/) <br />E10 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />• <br />051 <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />38.59 cfs <br />Depth: <br />0.89 ft 1.39 ft <br />Top Width: <br />5.67 ft 7.17 ft <br />Velocity: <br />10.01 fps <br />X- Section Area: <br />3.85 sq ft <br />Hydraulic Radius: <br />0.621 ft <br />Froude Number: <br />2.14 <br />Manning's n: <br />0.0640 <br />Dmin: <br />5.00 in <br />D50: <br />9.00 in <br />Dmax: <br />12.00 in <br />Structure #26 (Riprap Channe/) <br />E10 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />• <br />051 <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />
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