For a prismatic irrigation canal of wetted area A, having a bed slope S and hydraulic radius R, the chezy’s formula for computing the average velocity of flow through the canal v is given as : (Take C as Chezy’s co-efficient)
- AOption (a)
\(v=C{\sqrt{R\over S}}\)
- BOption (b)
\(v={1\over C}{\sqrt{R\ S}}\)
- COption (c)
\(v=C{\sqrt{S\over R}}\)
- DOption (d)
\(v=C{\sqrt{R\ S}}\)
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Correct answer
\(v=C{\sqrt{R\over S}}\)
