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=—ROCHAN DESIGNS AN ERODIBLE CHANNEL BASED ON PROCEDURES IN <br /> APPLIED HYDROLOGY AND SEDIMENTOLOGY <br /> FOR DISTURBED AREAS <br /> BY BARFIELD, WARNER, AND HAAN <br /> AVAILABLE FROM <br /> OKLAHOMA TECHNICAL PRESS <br /> 815 HILLCREST <br /> STILLWATER, OK 74074 <br /> TRAPEZOIDAL CHANNEL <br /> "HANNEL CAPACITY = 3.482056 CFS <br /> )ESIGN VELOCITY = 3.033461 FPS <br /> )ESIGN TRACTIVE FORCE _ .5193326 PSF <br /> 'HANNEL SLOPE = 6.25 <br /> 1ANNINGS N = .032 Rick +t'--, Sl � <br /> )ESIGN FLOW DEPTH = . 1386775 FEET <br /> )ESIGN FREEBOARD = .4 FEET <br /> TOTAL CHANNEL DEPTH = .5386775 FEET <br /> )HANNEL TOP WIDTH = 10. 15471 FEET <br /> )HANNEL SIDE SLOPE = 2 TO 1 <br /> )ESIGN BOTTOM WIDTH = 8 FEET <br /> TRAPEZOIDAL CHANNEL <br /> )HANNEL CAPACITY = 3.477051 CFS <br /> )ESIGN VELOCITY = 3.705938 FPS <br /> )ESIGN TRACTIVE FORCE _ .8255655 PSF <br /> )HANNEL SLOPE = 12 <br /> 1ANNINGS N = .032 <br /> )ESIGN FLOW DEPTH = . 1140291 FEET S41 Z <br /> )ESIGN FREEBOARD = .4 FEET as <br /> "OTAL CHANNEL DEPTH = .5140291 FEET <br /> )HANNEL TOP WIDTH = 10.05612 FEET <br /> )HANNEL SIDE SLOPE = 2 TO 1 <br /> )ESIGN BOTTOM WIDTH = 8 FEET <br /> "RAPEZOIDAL CHANNEL <br /> :HANNEL CAPACITY = 3.479334 CFS <br /> )ESIGN VELOCITY = 3.36385 FPS <br /> )ESIGN TRACTIVE FORCE _ .6596994 PSF <br /> :HANNEL SLOPE = 8. 75 <br /> 1ANNINGS N = .032 <br /> )ESIGN FLOW DEPTH = . 1253624 FEET <br /> )ESIGN FREEBOARD = .4 FEET A <br /> 'OTAL CHANNEL DEPTH = .5253625 FEET <br /> ;HANNEL TOP WIDTH = 10. 10145 FEET <br /> :HANNEL SIDE SLOPE = 2 TO 1 <br /> )ESIGN BOTTOM WIDTH = 8 FEET <br /> 'RIANGULAR CHANNEL <br /> HANNEL CAPACITY = 3.451713 CFS <br /> lESIGN VELOCITY = 4.493672 FPS P �c M D CPA �, <br />