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Waste Water Engineering

Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Circular
Parabolic
New egged
Rectangular

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Waste Water Engineering
The minimum diameter of sewer to be adopted is

10 cm
12.5 cm
15 cm
25 cm

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Waste Water Engineering
A manhole is generally provided at each

Junction
All of these
Bend
Change of gradient

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Industrial sewage
Domestic sewage
Storm water

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

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

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Waste Water Engineering
At the junction of sewers

Top of larger sewer is kept lower
Tops of both the sewers are at the same level
Top of smaller sewer is kept lower
None of these

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