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Last modified
1/25/2010 7:07:53 PM
Creation date
10/5/2006 2:00:15 AM
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Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Design of Stable Channels with Flexible Linings
Date
10/1/1975
Prepared By
Hydraulics Branch, Federal Highway Adminstration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> Chart Page e <br />Vegetative Linings <br />c!max- So' Bermuda grass 19 44 <br />c!max - So' Grass mixtures 20 45 <br />c!max- So' Common Lespedeza 21 46 dt <br />V - R, Retardance A 22 47 <br />V - R, Retardance B 23 48 <br />V - R, Retardance C 24 49 .. <br />V - R, Retardance D 25 50 <br />V - R, Retardance E 26 51 <br />Dumped Rock Riprap <br />d - S 27 '56 <br />max 0 <br />V - R, R = 0 to 1.4 feet 28 5.7 <br />V - R, R = 0 to 10 feet 29 58 <br />Angle of Repose of Riprap 30 59 <br />Distribution of Boundary Shear <br />Around Wetted Perimeter of <br />Trapezoidal Channels 31 60 <br />Ratio of Critical Shear on Sides <br />to Critical Shear on Bottom for <br />lloncohesive SediJnent 32 61 e <br />Ratio of Maximum Boundary Shear <br />in Bends to Maximum Bottom <br />Shear in Straight Reach 33 62 <br />Ratio of Maximum Boundary Shear <br />in Short Bends to Maximum Bottom <br />Shear in Straight Reach 34 63 <br />Concrete Lined Channels <br />Channel Capaci ty Chart for a <br />Trapezoidal Concrete Channel 35 66 <br /> <br />.. <br /> <br />e <br /> <br />viii <br />
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