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<br /> <br />e <br /> <br />~ <br />- <br /> <br />~ <br /> <br /> - 4.0 <br /> u <br /> a> <br /> .. <br /> ..... <br /> :; <br /> .. <br /> - <br /> >- <br /> - <br /> u <br /> co 3,0 <br />e ..... <br />... <br />.. <br /> <br />, <br /> <br />7,0 <br /> <br />6,0 <br /> <br /> <br />CHANNEL SLOPE, So <br /> <br />5.0 <br /> <br />2.0 <br /> <br />Chart 12 <br /> <br />0,01 <br /> <br />1,0 <br /> <br />v = 70.76R 1.455 So D.'" <br /> <br />o <br />o 0.2 <br /> <br />0,4 0,6 <br /> <br />HYORAUUC RADIUS, R (ft.) <br /> <br />0,8 <br /> <br />fROM MISSISSIPPI STATE UNIVERSITY REPORT, <br />"EROSION CONTROl. CRITERIA FOR DRAINAGE CHANNELS" <br /> <br />-e <br /> <br />1.0 <br /> <br />FLOW VELOCITY FOR CHANNELS LINED WITH STRAW AND EROSIONET <br /> <br />35 <br />