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PERMFILE130630
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PERMFILE130630
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Entry Properties
Last modified
8/24/2016 10:31:32 PM
Creation date
11/25/2007 10:33:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
7/30/2007
Doc Name
Reclaimed San Miguel Power Drainage Channel Design
Section_Exhibit Name
Section 2.05.4(2)(c) Attachment 2.05.4(2)(c)-3
Media Type
D
Archive
Yes
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• <br />• <br />• <br />peak velocity was below the limiting velocity of 5.0 fps. Below is a summary of the input factors and <br />the results determined by the computer program. <br />Channel Factor Channel CC-CC' <br />Q 32.55 cfs <br />Z (side slopes) 10:1 <br />Shape Trapezoidal <br />n 0.030 <br />Limiting Velocity 5.0 fps <br />Slope 0.0370 ft/ft <br />Results <br />Normal Depth (dn) 0.24 ft <br />Flow velocity 4.21 fps <br />Channel width 30 ft <br />Based on the above results, the reclaimed drainage channel will be generally flat bottomed with a <br />minimal width of 30 feet. The bottom will be relatively flat with minute channeling. Added rock may <br />be placed for energy dissipation. <br />The reclaimed drainage channel will be topsoiled and revegetated according to Section 2.05.4(2)(d) <br />and (e) <br />(Revised July 2006) <br />ATTACHMENT 2.05.4(2)(C)- 3-2 <br />
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