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Waste Water Engineering

Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

30 m
24 m
16 m
20 m

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.012
0.011
0.013
0.01

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
2
3

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Waste Water Engineering
Sewer manholes are generally provided at

The junctions of sewers
The change of direction
All of these
The change of gradient

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is not enough
Is trebled
Is doubled
Is only provided

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Waste Water Engineering
A manhole is generally provided at each

Bend
Change of gradient
Junction
All of these

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