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2010-05-07_PERMIT FILE - C2009087A (45)
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2010-05-07_PERMIT FILE - C2009087A (45)
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Last modified
8/24/2016 4:11:42 PM
Creation date
6/4/2010 10:06:45 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C2009087A
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
South Facilities Area Operational Ditch and Culvert Designs pgs 170 to 238
Section_Exhibit Name
Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
Media Type
D
Archive
Yes
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SEDCAD 4.0 <br />r „ri tir 1ooa_ , )nno D —i. i Q.h,..K <br />Channel SCM -1, Operational Conditions, 30% Slope <br />40 <br />Material: Riprap <br />Trapezoidal Channel <br />Left <br />Right <br />Design Discharge: <br />Freeboard <br />Bottom <br />0.58 ft 0.8 ft <br />Top Width: <br />Freeboard Freeboard <br />Width (ft) Sideslope <br />Sideslope <br />Slope ( %) <br />Mult. x <br />Ratio <br />Ratio <br />Froude Number: <br />Depth (ft) % of Depth <br />(VXD) <br />10.00 3.0:1 <br />3.0:1 <br />30.01 0.30 <br />PADER Method - Steep Slope Design <br />• <br />• <br />SEDCAD Utility Run <br />2.05.3 -E2.G -2.186 <br />Printed 12 -12 -2009 <br />12/09 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />57.70 cis <br />Depth: <br />0.58 ft 0.8 ft <br />Top Width: <br />13.46 ft 15.26 ft <br />Velocity: <br />8.52 fps <br />X- Section Area: <br />6.77 sq ft <br />Hydraulic Radius: <br />0.496 ft <br />Froude Number: <br />2.12 <br />Manning's n: <br />0.0600 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />SEDCAD Utility Run <br />2.05.3 -E2.G -2.186 <br />Printed 12 -12 -2009 <br />12/09 <br />
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