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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 />'" <br />- <br /> <br />Q V1 = 2.0 <br /> <br />cfs T D V 2 <br /> <br />15 102.1 1.6 <br />20 13 2.1 1. 7 <br />25 16 2.1 1. 7 <br />30 20 2.1 1. 7 <br />35 23 2.1 1. 7 <br />40 26 2.1 1. 7 <br />45 292.0 1.7 <br />50 322.0 1.7 <br />55 352.01.7 <br />60 39 2.0 1. 7 <br />65 42 2.0 1.8 <br />70 45 2.0 1. 8 <br />75 482.0 1.8 <br />80 512.0 1.8 <br />90 57 2.0 1.8 <br />100 642.0 1.8 <br />110 702.0 1.8 <br />120 762.0 1.8 <br />130 83 2.0 1.8 <br />140 892.0 1.8 <br />150 95 2.0 1.8 <br />160 <br />170 <br />180 <br />190 <br />200 <br />220 <br />240 <br />260 <br />280 <br />300 <br /> <br />V1 Based on Permissible Velocity of the Soil With Retardance "D" <br /> <br /> <br />Top Width, Depth & V2 Based on Retardance "C:' Grade = 0.5% <br /> <br />V1 = 2.5 <br />T D V2 <br /> <br />10 2.4 2.1 <br />12 2.4 2.2 <br />14 2.4 2.3 <br />16 2.3 2.3 <br />18 2.3 2.3 <br />20 2.3 2.4 <br />22 2.3 2.4 <br />24 2.3 2.4 <br />26 2.3 2.4 <br />282.32.4 <br />30 2.3 2.4 <br />32 2.3 2.4 <br />35 2.3 2.4 <br />39 2.3 2.4 <br />43 2.3 2.4 <br />47 2.3 2.4 <br />51 2.3 2.4 <br />55 2.3 2.4 <br />59 2.3 2.4 <br />62 2.3 2.4 <br />66 2.3 2.4 <br />70 2.3 2.4 <br />74 2.3 2.4 <br />78 2.3 2.4 <br />86 2.3 2.4 <br />93 2.3 2.4 <br /> <br />V1 = 3.0 <br />T D V2 <br /> <br />92.7 2.5 <br />11 2.6 2.6 <br />12 2.6 2.7 <br />13 2.5 2.8 <br />15 2.5 2.8 <br />16 2.5 2.8 <br />18 2.5 2.8 <br />19 2.5 2.9 <br />21 2.5 2.9 <br />22 2.5 2.9 <br />23 2.5 2.9 <br />26 2.5 2.9 <br />292.5 2.9 <br />32 2.5 2.9 <br />35 2.5 2.9 <br />38 2.5 2.9 <br />41 2.5 2.9 <br />44 2.5 2.9 <br />46 2.5 2.9 <br />49 2.5 2.9 <br />52 2.5 2.9 <br />55 2.5 2.9 <br />58 2.5 2.9 <br />64 2.5 2.9 <br />69 2.5 2.9 <br />75 2.5 2.9 <br />81 2.5 3.0 <br />87 2.5 3.0 <br /> <br />V1 = 3.5 <br />T D V2 <br /> <br />11 2.9 3.2 <br />12 2.9 3.3 <br />13 2.93.3 <br />14 2.9 3.3 <br />15 2.8 3.4 <br />16 2.8 3.4 <br />17 2.8 3.4 <br />19 2.8 3.4 <br />21 2.8 3.5 <br />23 2.8 3.5 <br />25 2.8 3.5 <br />27 2.8 3.5 <br />29 2.8 3.5 <br />31 2.8 3.5 <br />33 2.8 3.5 <br />35 2.8 3.6 <br />37 2.8 3.6 <br />39 2.8 3.6 <br />41 2.8 3.6 <br />45 2.8 3.6 <br />49 2.8 3.6 <br />53 2.8 3.6 <br />57 2.8 3.6 <br />61 2.8 3.6 <br /> <br />V1 = 4.0 <br />T D V2 <br /> <br />12 3.2 3.7 <br />13 3.2 3.8 <br />15 3.2 3.8 <br />16 3.1 3.9 <br />18 3.1 3.9 <br />19 3.1 3.9 <br />21 3.14.0 <br />22 3.1 4.0 <br />24 3.1 4.0 <br />25 3.1 4.0 <br />27 3.1 4.0 <br />293.14.0 <br />30 3.1 4.0 <br />32 3.1 4.0 <br />35 3.1 4.0 <br />38 3.0 4.1 <br />41 3.0 4.1 <br />44 3.0 4.1 <br />47 3.04.1 <br /> <br />V1 = 4.5 <br />T D V2 <br /> <br />V1 = 5.0 <br />T D V2 <br /> <br />V1 = 5.5 <br />T D V2 <br /> <br />V1 = 6.0 <br />T D V2 <br /> <br />T = Top Width, Retardance "C:' <br />D = Depth, Retardance "C:' <br />V2 = Velocity, Retardance "C:' <br />V1 = Velocity, Retardance "D" <br /> <br />(Settlement to be added to <br />top of ridge.) <br /> <br />m <br />" <br />or. <br />g: <br />~ <br /> <br />13 3.5 4.1 <br />14 3.5 4.2 <br />15 3.4 4.3 <br />17 3.4 4.4 <br />18 3.4 4.3 <br />19 3.4 4.4 15 3.8 4.8 <br />20 3.4 4.4 16 3.8 4.8 <br />22 '3.4 4.4 17 3.8 4.9 <br />23 3.4 4.5 18 3.8 4.9 <br />24 3.4 4.5 19 3.8 5.0 <br />25 3.4 4.5 20 3.8 5.0 16 4.2 5.2 <br />28 3.4 4.5 22 3.7 5.0 184.2 5.3 <br />303.44.5 24 3.7 5.0 204.2 5.4 <br />33 3.44.5 263.75.0 21 4.1 5.4 <br />35 3.3 4.6 283.75.0 234.1 5.5 194.6 5.8 <br />38 3.3 4.6 303.6 5.0 244.1 5.5 204.6 5.8 <br /> <br />'" <br /> <br />Parabolic diversion design chart (Sheet 2 of 6) <br />
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