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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

80 cm
50 cm
100 cm
90 cm

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

2 hours
30 minutes
1 hour and 30 minutes
1 hour

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Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

1.2 m
1.5 m
0.9 cm
> 1.5 m

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05554 cumec
0.0556 cumec
0.05556 cumec
0.05552 cumec

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Combined system
Separate system
Partially separate system
None of these

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Waste Water Engineering
The water carried sewerage system removes

Domestic sewage
Storm sewage
All listed here
Industrial sewage

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