Discussion :: Waste Water Engineering
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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
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A.
\( \frac { d^2(0.011d+0.785H) } { Q } \) |
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B.
\( \frac { d^(0.022d+0.085H) } { Q } \) |
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C.
\( \frac { d^(0.785d+0.011H) } { Q } \) |
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D.
\( \frac { d^(0.285d+0.011H) } { Q } \) |
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Answer : Option A
Explanation :
No answer description available for this question.
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