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Waste Water Engineering

Waste Water Engineering
The following is the physical characteristic of sewage

Turbidity
Colour
All listed here
Odour

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

16 m
20 m
30 m
24 m

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Waste Water Engineering
A sewer running partially full and hurried with back filled, fails in compression due to

All listed here
Weight of the pipe
Weight of the back fill
Superimposed traffic loads

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

New egged
Circular
Rectangular
Parabolic

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Cast iron sewers
Glazed bricks sewers
Stone ware sewers
Cement concrete sewers

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

Lead sewer
Brick sewer
Cast iron sewer
R.C. sewer

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MORE MCQ ON Waste Water Engineering

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