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Waste Water Engineering

Waste Water Engineering
The most widely used pump for lifting sewage is

Reciprocating pump
Centrifugal pump
Pneumatic ejector
Air pressure pump

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.12 cumec
0.10 cumec
0.20 cumec
0.15 cumec

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Waste Water Engineering
If the flame of a miner’s safety lamp in a manhole extinguishes within 5 minutes, the sewer certainly contains

Oxygen
Carbon dioxide
Methane
Hydrogen sulphide

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Half full
Three fourth full
Full depth
Two third full

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Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.095
1.075
1.065
1.085

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Waste Water Engineering
The factor responsible for purification of sewage in river is

Temperature
Hydrology
Dissolved oxygen in water
All listed here

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