for uniform flow, all slope are same like S0=Se=Sf. But for non-uniform flow, they are not same. From EGL, we can get Se, from Manning formula, we can get Sf, is it right?
Dear Bhabani,
Yes you are right. Sf may also be given by Darcy-Weisbach's formula or by the Chezy's formula.
With my best regards
Prof. Bachir ACHOUR
http://www.fsl.orst.edu/geowater/FX3/help/8_Hydraulic_Reference/Manning_s_Equation.htm
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