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GENERAL40904
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GENERAL40904
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Entry Properties
Last modified
8/24/2016 8:00:00 PM
Creation date
11/23/2007 10:55:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
General Documents
Doc Date
6/17/1994
Doc Name
CIVIL SOFTWARE DESIGN SEDCAD VERSION 3
Media Type
D
Archive
No
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<br /> <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 10.94 139.32 <br />************************************************************************a****** <br />J1, B2, S1 <br />REACH B - S1F <br />Drainage Area from J1, B2, S1, SWS(s)1: 69.0 acres <br />Total Contributing Drainage Area: 69.0 acres <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap Channel <br />Steep Slope Design - Simons/OSM Method <br />Design Bottom Manninq's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) ($) <br />------------------------------------------------- <br />114.71 20.0 3.0.1 3.0:1 2.5 0.035 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ftj <br />----------------------------------------------- <br />0.83 6.16** 25.0 0.738 1.26 <br />w/ Freeboard: 0.83 25.0 <br />** Non-uniform flow - Velocity shown is V=Q/A and may not be applicable <br />----DMax---- ---- <br />(ft) (in) (ft) <br />-------------------- <br />-------------------- <br />0.63 7.50 0.50 <br />Runoff <br />Volume <br />(ac-f t) <br />D50---- ----D10---- <br />(in) (ft) (in) <br />---------------------- <br />---------------------- <br />6.00 0.17 2,00 <br />Peak <br />Discharge <br />(cfs) <br />IN/OUT 9.00 114.71 <br />******************************************************************************* <br />J2, B1, S1 <br />REACH B - SC1F <br />Drainage Area from J2, <br />Total Contributing <br />MATERIAL: <br />Trapezoidal <br />Design Bottom <br />Discharge Width <br />(cfs) (ft) <br />241.02 3.0 <br />31, S1, SWS(s)1: 29.0 acres <br />Drainage Area: 209.9 acres <br />METAL, CORRUGATED <br />Nonerodible Channel <br />Manninq's <br />ZLeft ZRight Slope n <br />($) <br />----------------------- - <br />2.5:1 2.5:1 0.2 0.024 <br />
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