The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is
A. $$\frac{{{{\text{d}}^2}\left( {0.011{\text{d}} + 0.785{\text{H}}} \right)}}{{\text{Q}}}$$
B. $$\frac{{{\text{d}}\left( {0.022{\text{d}} + 0.085{\text{H}}} \right)}}{{\text{Q}}}$$
C. $$\frac{{{\text{d}}\left( {0.785{\text{d}} + 0.011{\text{H}}} \right)}}{{\text{Q}}}$$
D. $$\frac{{{\text{d}}\left( {0.285{\text{d}} + 0.011{\text{H}}} \right)}}{{\text{Q}}}$$
Answer: Option A
The effluent of a septic tank is
A. Fit for discharge into any open drain
B. Foul and contains dissolved and suspended solids
C. As good as that from a complete treatment
D. None of these
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope
A. 1 in 5
B. 1 in 10
C. 1 in 15
D. 1 in 20
Drop manholes are the manholes
A. Without entry ladders
B. Without manhole covers
C. With depths more than 3.5 m
D. Having drains at different levels
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