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FLOOD09931
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Last modified
1/26/2010 10:11:09 AM
Creation date
10/5/2006 4:45:25 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
Urbanizing Areas of Colorado
Basin
Statewide
Title
A Guide for Erosion & Sediment Control in Urbanizing Areas of Colorado
Date
1/1/1973
Prepared For
State of Colorado
Prepared By
USDA Soil Conservation Service
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />t <br /> <br />Q Vl-2.O <br /> <br />ds T D V2 <br /> <br />15 <br />20 <br />25 12 3.8 1.0 <br />30 14 3.6 1. 1 <br />35 17 3.5 1.1 <br />40 19 3.5 1.2 <br />45 21 3.4 1.2 <br />50 23 3.4 1.2 <br />55 26 3.4 1.2 <br />60 28 3.4 1.2 <br />65 30 3.4 1.2 <br />70 32 3.4 1.2 <br />75 34 3.4 1.2 <br />80 37 3.4 1.2 <br />90 41 3.4 1.2 <br />100 46 3.4 1.2 <br />110 50 3.4 1.2 <br />120 55 3.4 1.3 <br />130 59 3.4 1.3 <br />140 64 3.3 1.3 <br />150 68 3.3 1.3 <br />160 73 3.3 1.3 <br />170 77 3.3 1.3 <br />180 82 3.3 1.3 <br />190 86 3.3 1.3 <br />200 91 3.3 1.3 <br />220 <br />240 <br />260 <br />280 <br />300 <br /> <br />VI Based on Permissible Velocity of the Soil With Retardance ,,~. <br /> <br /> <br />Top Width, Depth & V2 Based on Retardance "W' <br /> <br />VI - 2.5 <br />T D V2 <br /> <br />134.1 1.4 <br />14 4.0 1.4 <br />163.9 1.5 <br />17 3.9 1.5 <br />193.91.5 <br />20 3.8 1.6 <br />22 3.8 1.6 <br />23 3.8 1.6 <br />25 3.8 1.6 <br />28 3.8 1.6 <br />313.7 1.6 <br />343.7 1.6 <br />37 3.7 1.6 <br />403.7 1.6 <br />43 3.7 1.7 <br />463.7 1.7 <br />493.71.7 <br />52 3.7 1. 7 <br />55 3.7 1. 7 <br />58 3.7 1. 7 <br />613.71.7 <br />67 3.7 1.7 <br />733.7 1.7 <br />793.7 1.7 <br />853.7 1.7 <br />91 3.7 1. 7 <br /> <br />VI = 3.0 <br />T D V2 <br /> <br />VI - 4.0 <br />T D V2 <br /> <br />VI - 4.5 <br />T D V2 <br /> <br />VI = 3.5 <br />T D V2 <br /> <br />1-. <br /> <br />T <br /> <br />D <br /> <br />VI = 5.0 <br />T D V2 <br /> <br />Grade = 0.25% <br /> <br />VI = 5.5 <br />T D V2 <br /> <br />VI - 6.0 <br />T 1:: V2 <br /> <br />..I <br />T <br />__..Q..5 Freeboard <br />------- <br /> <br /> <br /> <br />T - Top width, Retardance "B" <br />D = Depth, Retardance "B" <br />V2 = Velocity, Retardance "B" <br />VI - Velocity, Retardance ,,~. <br /> <br />15 4,5 1.8 <br />164.4 1.9 <br />17 4.4 1.9 <br />194.3 1.9 <br />21 4.3 2.0 <br />23 4.2 2.0 <br />26 4.2 2.0 18 5.0 2.3 <br />28 4.2 2.0 19 4.9 2.4 <br />30 4.2 2.0 21 4.9 2.4 <br />32 4.2 2.0 22 4.8 2.5 <br />34 4.2 2.0 24 4.8 2.5 <br />36 4.2 2.1 25 4.8 2.5 20 5.5 2.8 <br />384.2 2.1 264.7 2.6 21 5.42.8 <br />404.2 2.1 284.7 2.6 22 5.42.8 <br />42 4.2 2.1 294.7 2.6 23 5.3 2.9 <br />464.2 2.1 32 4.7 2.6 25 5.3 2.9 <br />504.12.1 354.7 2.6 27 5.2 3.0 <br />544,12.1 384.72.6 295.2 3.0 22 6.03.3 <br />594.1 2.1 404.6 2.6 31 5.1 3.1 24 5.9 3.4 <br />63 4.1 2.1 43 4.6 2.7 33 5.1 3.1 26 5.9 3.4 <br /> <br />Parabolic diversion design chart (Sheet 1 of 6) <br /> <br />tt1 <br />,. <br />'" <br />9' <br />~ <br /> <br />(Settlement to be added <br />to top of ridge.) <br /> <br />a- <br />
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