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<br /> <br />e <br /> <br />.' <br /> <br />, <br /> <br /> - 4.0 <br /> .. <br /> .. <br /> .. <br /> -- <br /> :; <br /> .. <br /> >= <br /> I- <br /> U <br />e = <br />..... 3,0 <br />.... <br />.. <br /> <br />. <br /> <br />... <br /> <br />Chart 10 <br /> <br />7,0 <br /> <br />2,0 <br /> <br /> <br />6.0 <br /> <br />CHANNEL SLOPE, So <br /> <br />5.0 <br /> <br />v = 32,29R 1.340 So 0.351 <br /> <br />1.0 <br /> <br />o <br /> <br />0,2 <br /> <br />0,4 0,6 <br /> <br />HYORAUUC RADIUS. R (ft,) <br /> <br />0.8 <br /> <br />1.0 <br /> <br />FROM MISSISSIPPI STATE UNIVERSITY REPORT. <br />"EROSION CONTROl CRITERIA fOR DRAINAGE CHANNELS" <br /> <br />-e <br /> <br />FLOW VELOCITY FOR CHANNELS LINED WITH EXCELSIOR MAT <br /> <br />33 <br />