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II Normal Flow Analysis -Trapezoidal Channel II <br />Project: TURNPIKE MINING RESOURCE <br />Channel ID: PLUMB AND DAILY DITCH DECREED CAPACITY <br />F X <----------- T ----------> <br />Yo ~ 1 <br />Y 7.~ O <br />W Zl E_____H______~ Z2 <br />Desi n Information In ut <br />Channel Invert Slope So = 0.0019 ft/ft <br />Channel Manning's N N = 0.030 <br />Bottom Width B = 6.5 ft <br />Lek Side Slope Z1 = 2.5 ft/ft <br />Right Side Slope Z2 = 2.5 fUft <br />Freeboard Height F = 1.0 ft <br />Design Water Depth Y = 1.41 ft <br />Normal Flow Condtion Calculated <br />Discharge Q = 30.7 cfs <br />Froude Number Fr= 0.37 <br />Flow Velocity V = 2.2 fps <br />Flow Area A = 14.1 sq ft <br />Top Width ~ T = ~ 13.6 ft , <br />etted Perimeter P = 14.1 ft <br />Hydraulic Radius R = 1.0 ft <br />Hydraulic Depth D = 1.0 ft <br />Specific Energy Es = 1.5 ft <br />Centroid of Flow Area Yo = 0.6 ft <br />Specific Force Fs = 0.7 kip <br />UD-Channels v1.01.x1s, Normal 9/9/2005, 12:42 PM <br />