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2008-12-11_PERMIT FILE - C1980007A (22)
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2008-12-11_PERMIT FILE - C1980007A (22)
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Last modified
8/24/2016 3:38:49 PM
Creation date
3/16/2009 3:41:10 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
12/11/2008
Doc Name
25 Year, 24 Hour Surface Water Control Plan
Section_Exhibit Name
Exhibit 66 Pond MB-2R
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />r...-;. h+ loos _,)nn7 o.,..,vi? i <br />78 <br />r1 <br />?J <br />Structure #411Culvert) <br />C2-12B <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />70.00 3.00 0.0240 1.00 0.00 0.9( <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.67 cfs <br />Depth: 0.29 ft 0.59 ft <br />Top Width: 1.17 ft 2.37 ft <br />Velocity: 3.91 fps <br />X-Section Area: 0.17 sq ft <br />Hydraulic Radius: 0.131 ft <br />Froude Number: 1.80 <br />Design Discharge = 0.91 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />• Structure #40 jNonerod/b/e Channe/J <br />D2-3 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Mult. x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 5.8 0.0170 0.30 <br />Nonerodible Channel Results: <br />0 Structure #39 jCulvert) <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 5.35 cfs <br />Depth: 0.56 ft 0.86 ft <br />Top Width: 2.26 ft 3.46 ft <br />Velocity: 8.42 fps <br />X-Section Area: 0.64 sq ft <br />Hydraulic Radius: <br />Froude Number: 2.79 <br />Filename: MB-2R.sc4 Printed 10-23-2008
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