Waste Water Engineering - Civil Engineering Questions and Answers

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The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

$\frac { d^2(0.011d+0.785H) } { Q }$

$\frac { d^(0.022d+0.085H) } { Q }$

$\frac { d^(0.785d+0.011H) } { Q }$

$\frac { d^(0.285d+0.011H) } { Q }$

Answer : Option A

Explanation :

No answer description available for this question.

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