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Waste Water Engineering

Waste Water Engineering
The water carried sewerage system removes

Industrial sewage
Storm sewage
All listed here
Domestic sewage

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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

2
2.5
3
1.5

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

All of these
Depth of 0.9 m to 1.20 m is kept
One minute of detention period is kept
Flow velocity 0.15 m to 0.3 m/sec is kept

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Kutter’s formula
Chezy’s formula
Manning’s formula
Bazin’s formula

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.50 m/sec
0.60 m/sec
0.75 m/sec
0.70 m/sec

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Waste Water Engineering
The sewerage system originates from

House sewers
Lateral sewers
Main sewers
Branch sewers

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