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2008-05-08_PERMIT FILE - C1981041A (2)
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2008-05-08_PERMIT FILE - C1981041A (2)
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Last modified
8/24/2016 3:31:14 PM
Creation date
6/4/2008 11:50:01 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981041A
IBM Index Class Name
Permit File
Doc Date
5/8/2008
Doc Name
Final Reclamation Drainage Design
Section_Exhibit Name
Tab 14 Appendix 14-6
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />Structure Detai/; <br />Structure #9 (Riprao Channe%~ <br />Section E2-E2'-10% <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left - ~- wghf~ ~~~~ Fr`eeboardFreeboard <br />Sideslop~_ Sidesloy_e Slope(%) = MOIL x <br />fiaho _,~ RaGdTg Depth (ft) %'of Depth ;.._, {VxD) .: _:_: <br />- <br />1.5:1 1.5:1 10.0 0.30 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> <br />_ ~; w/o Freeti_oard w/.freeboard 4; <br />~ _ ~. <br />~... ~ ~ ~ I <br />Design Discharge: 0.83 6s <br />Depth: 0.17 ft 0.47 ft <br />Top Width: 0.52 ft 1.42 ft <br />Velodty*: <br />X-Section Area: 0.05 sq ft <br />Hydraulic Radius: 0.073 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velodty and Manning's n calculations may not apply for this method. <br /> <br />Filename: POND S.sc4 <br />PR-3 <br />14-6-18 <br />Printed 02-07-2007 <br />02/07 <br />
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