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Waste Water Engineering

Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

1.76 m
0.68 m
0.88 m
1.36 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
0.05556 cumec
0.0556 cumec
0.05552 cumec

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

60 days
90 days
30 days
15 days

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 5
1 in 10
1 in 15
1 in 20

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

6.5 m
5.5 m
7 m
5 m

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Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
Greasy and oily matters
All of these
Silting

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