engineering recuitment BARC Stipendiary Trainee Category I 2023 Mock Test Fluid Mechanics Open Channel Flow
V, c, i, and m are the mean velocity, personal constant, pressure loss per unit length of pipe, and hydraulic mean depth, respectively, in the flow in an irrigation system (vessel, channel). What would be the Chezy’s-formula?
1
\(V=c \sqrt{m i}\)
2
\(\sqrt{3}=c \sqrt{mi}\)
3
\(V=c^{2} \sqrt{m^2 i^{2}}\)
4
\(V=c^{2} \sqrt{m^{2} i}\)