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Explain Chezy Manning Equation
v = 1.49/n (R)0.67(S)0.5
R = hydraulic radius (ft) = Area/ wetted perimeter, R = D/4 for circular channels full and one-half full
S = typically is the geometric slope (channel bottom). Sometimes it is the slope of the energy grade line. Units for both are (ft/ft).
n = Manning's roughness coefficient based on the channel material. Values will be given or can be obtained in a table (dimensionless).
Given: pretensioned rectangular beam b=6" h=20" f'c=4000psi f'ci=3000psi fti=.165ksi fts=.38ksi fci=1.8ksi fcs=1.8ksi R=0.80 Required: (a)Pi and e to maximize Md+
a pilot entering a bay on course
Cross-sectional area of flow (ft 2 ) (A) For rectangular channels = (w)(d). For trapezoidal channels, divide the flow area into two side triangles and one center rectangle, so
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