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

d² (0.011d + 0.785H)/Q

d (0.022d + 0.085H)/Q

d (0.785d + 0.011H)/Q

d (0.285d + 0.011H)/Q

Answer : Option A

Explanation :

Explanation Not Provided

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