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>>>>CHANNEL INPUT INFORMATION«« <br /> ---------------------------------------------------------------------------- <br /> NORMAL DEPTH(FEET) = 1.50 <br /> CHANNEL Z1 (HORIZONTAL/VERTICAL) = 4 .00 <br /> Z2 (HORIZONTAL/VERTICAL) = 4 .00 <br /> BASEWIDTH (FEET) = 25.00 <br /> CONSTANT CHANNEL SLOPE(FEET/FEET) _ .015000 <br /> MANNINGS FRICTION FACTOR = .0150 <br /> NORMAL-DEPTH FLOW INFORMATION: <br /> ---------------------------------------------------------------------------- <br /> »»> NORMAL DEPTH FLOW(CFS) = 652.71 <br /> FLOW TOP-WIDTH (FEET) = 37.00 <br /> FLOW AREA(SQUARE FEET) = 46.50 <br /> HYDRAULIC DEPTH (FEET) = 1.26 <br /> FLOW AVERAGE VELOCITY (FEET/SEC. ) = 14 .04 <br /> UNIFORM FROUDE NUMBER = 2.207 <br /> PRESSURE + MOMENTUM(POUNDS) = 19790.46 <br /> AVERAGED VELOCITY HEAD(FEET) = 3.059 <br /> SPECIFIC ENERGY(FEET) = 4 .559 <br /> CRITICAL-DEPTH FLOW INFORMATION: <br /> ---------------------------------------------------------------------------- <br /> CRITICAL FLOW TOP-WIDTH (FEET) = 44 .31 <br /> CRITICAL FLOW AREA(SQUARE FEET) = 83.66 <br /> CRITICAL FLOW HYDRAULIC DEPTH (FEET) = 1.89 <br /> CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC. ) = 7.80 <br /> CRITICAL DEPTH (FEET) = 2.41 <br /> CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 15584 .24 <br /> AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ . 945 <br /> CRITICAL FLOW SPECIFIC ENERGY (FEET) = 3.359 <br />