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Waste Water Engineering

Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Electrically
Manually
Hydraulically
Mechanically

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.5 to 4.5 m/sec
3.0 to 4.0 m/sec
4.5 to 5.5 m/sec
2.5 to 3.0 m/sec

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Waste Water Engineering
The reduced levels of the string at the consecutive sight rails A and B are 203.575 m, 203.475 m respectively. If the difference of their R.D.s is 10 m, the gradient of the sewer line is

1 in 100 upward
1 in 503 upward
1 in 100 downward
1 in 500 upward

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Waste Water Engineering
In sewers the effect of scouring is more on

Top side
Horizontal side
All sides
Bottom side

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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

2.5
1.5
2
3

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Waste Water Engineering
The pH value of sewage is determined with the help of

Potentiometer
Turbid meter
Imhoff Cone
None of these

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