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<br />e <br /> <br />7,0 <br /> <br />6,0 <br /> <br />.~ <br />.' <br /> <br />CHANNEL I SLOPE, So <br /> <br />5.0 <br /> <br /> - 4,0 <br /> ..; <br /> "' <br /> .. <br /> -- <br /> ..; <br /> ::- <br /> .. <br /> >' <br /> !:: <br /> ... <br />e = <br />..... 3,0 <br />.... <br />.. <br /> <br />I <br />~ <br />I <br /> <br />2,0 <br /> <br />1.0 <br /> <br />o <br /> <br />o <br />o <br /> <br />0,2 <br /> <br />From Mississippi State U~versity Report <br />"Erosion Control Cntena for O..inaze Channels" <br /> <br />-e <br /> <br />Chart 14 <br /> <br />~ <br /> <br />I I <br /> <br />II <br />"11 I <br /> <br />. " I <br /> <br />~ ~ <br /> <br />. " <br />I I <br />~ I <br /> <br />v = 73,53R 1,330 So 0,512 <br /> <br />0.4 <br /> <br />0,6 <br /> <br />0,8 <br /> <br />1.0 <br /> <br />HYORAUUC RADIUS, R (ft.) <br /> <br />FLOW VELOCITY FOR CHANNELS LINED WITH. <br />3/B-INCH FIBER GLASS MAT <br />37 <br />