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Waste Water Engineering

Waste Water Engineering
Design period of 40 to 50 years is adopted for

Branch sewers
Trunk sewers
All listed here
Main sewers

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
Parasitic decomposition
None of these
Aerobic decomposition

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Neither A nor B
Comminutor
Both A and B
Shredder

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

House sewer
Branch sewer
Out-fall sewer
Main sewer

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

8 hours
2 hours
6 hours
4 hours

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

25 cm
15 cm
10 cm
12.5 cm

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