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Waste Water Engineering

Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

2 to 3 mm
5 to 8 mm
8 to 10 mm
3 to 5 mm

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 100
1 in 60
None of these
1 in 120

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Waste Water Engineering
In sewers the effect of scouring is more on

Horizontal side
All sides
Bottom side
Top side

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Waste Water Engineering
Depletion of ozone layer in the outer atmosphere may cause

Heart disorder
Lung cancer
Skin cancer
Bronchitis

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Waste Water Engineering
The normal values of over flow rates for sedimentation tanks using coagulant, ranges between

80,000 to 100,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day

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

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

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