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PERMFILE56214
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PERMFILE56214
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Last modified
8/24/2016 10:58:50 PM
Creation date
11/20/2007 4:57:45 PM
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Template:
DRMS Permit Index
Permit No
C1981029
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
APPENDIX 2.05.3-5A Culvert & Runout Velocity Calculations
Media Type
D
Archive
No
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APPENDIX 2.05.3-5A (Continued) <br />u <br />• <br /> <br />Runout No. 3 <br />Q100 = 4.6 cfs Slopes 2:1 <br />Depth of flow = .23' <br />Froude No. _ .72 <br />Velocity = 1.9 fps <br />n = .040 Slope .02% b = bottom width 10' <br />If we assume channel increases to 10% and enters into a triangular channel with <br />2:1 sideslope, then: <br />n = 0.02 <br />Depth of flow = .51' <br />Froude No. = 3.2 <br />Velocity = 8.8 fps <br />- 231a - <br />(Rev. 5/86) <br />
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