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Waste Water Engineering

Waste Water Engineering
Setting out the alignments of sewers may start from

City
Any point
Tail end
Out-fall

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.5 to 0.7 m
0.9 to 1.20 m
0.7 to 0.9 m
0.4 to 0.5 m

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
None of these
Aerobic decomposition
Parasitic decomposition

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Average demand
Twice the average demand
Four times the average demand
Thrice the average demand

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Horse shoe shaped
Circular shaped
Standard egg shaped
Parabolic shaped

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

70 to 75%
0.85
65 to 70%
75 to 80%

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