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'OCHAN 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 /> IANGULAR CHANNEL <br /> ANNEL CAPACITY = 1 .027531 CFS <br /> SIGN VELOCITY = 1 .669453 FPS <br /> SIGN TRACTIVE FORCE _ . 1340681 PSF <br /> ANNEL SLOPE = 1 <br /> NNINGS N = .032 Se f <br /> SIGN FLOW DEPTH = .4529494 FEET <br /> SIGN FREEBOARD = .4 FEET <br /> TAL CHANNEL DEPTH = .8529494 FEET <br /> ANNEL TOP WIDTH = 2. 717697 FEET <br /> ANNEL SIDE SLOPE = 3 TO 1 <br />