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Waste Water Engineering

Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Kinchling
Frubling
All listed here
Lloyd Davis

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Waste Water Engineering
Are available in size Stoneware sewers

20 cm
10 cm
15 cm
All of these

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

None of these
A particle to travel from top surface to bottom sludge zone
A particle to travel along its length
The flow of sewage to fill the tank

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Sanitary sewage
Storm sewage
Industrial waste
None of these

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

1.0 m
4.0 m
2.0 m
3.0 m

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

3 hours
4 hours
5 hours
2 hours

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