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NEROCHAN DESIGNS A CHANNEL BASED ON PROCEDURES IN <br />APPLIED HYDROLOGY AND SEDIMENTOLOGV <br />FOR DISTURBED AREAS <br />BY BARFIELD, WARNER, AND HAAN <br />AVAILABLE FROM <br />OKLAHOEtA TECHNICAL PRESS <br />815 NILLCREST <br />9TILL1'lATER, OK 74074 <br />i TRIAIJGULAR CHANNEL <br />CHAtJiIEL CAPACITY = 16.4118 CF9 <br />DESIGN VELOCITY = 7.173 FP9 <br />CHANNEL SLOPE = 12 X <br />t1AtUJIHGS N = .044 <br />DESIGN FLOW DEPTH = <br />DESIGN FREEBOARD = <br />TOTAL CHAIJNEL DEPTH = <br />CHAIJIIEL TOP WIDTH = <br />CHANNEL 9IOE SLOPE <br />1.069572 FEET <br />4 FEET <br />7.469572 FEET <br />4.276289 FEET <br />2 TO 1 <br />