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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).
The thiclcness of the normally consolidated soft clay layer is 6 m. The natural water content is 31 percent. The specific gravity of the soil being 2.68 with a liquid limit of 4
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