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<br /> <br />Chart 8 <br /> <br />e <br /> <br />'" <br />w> <br /> <br /> <br />7,0 <br /> <br />6,0 <br /> <br />, <br /> <br />5.0 <br /> <br /> - 4.0 <br /> .; <br /> .. <br /> .. <br /> - <br /> - <br /> :e <br /> .. <br />e ~ <br />u <br />C> <br />-' 3,0 <br />.... <br /> .. <br /> <br />2,0 <br /> <br />v . 61.53R',02IS0 0,431 <br /> <br />. <br /> <br />1.0 <br /> <br />'0 <br /> <br />o <br />o <br /> <br />0,2 <br /> <br />0.4 0.6 <br />HYORAUUC RADIUS. R (ft.) <br /> <br />0.8 <br /> <br />-e <br /> <br />FROM MISSISSIPPI STATE UNIVERSITY REPIIRT, <br />"EROSION CONTROL CRITERIA FOR ORAlNAGE CHAIlNElS" <br />flOW VELOCITY FOR CHANNELS UNED WITH JUTE MESH <br /> <br />31 <br /> <br />1.0 <br />