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Waste Water Engineering

Waste Water Engineering
The flow velocity in detritus tanks is

1.25 m/sec
0.09 m/sec
None of these
0.05 m/sec

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

Potentiometer
Imhoff Cone
None of these
Turbid meter

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

5 years
3.5 years
3 years
4 years

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D3/8 = 4 b3/8
D8/3 = 4 b8/3
D2/3 = 4 b2/3
D3/2 = 4 b3/2

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Waste Water Engineering
Aerobic activity is maximum

None of these
In freshly produced sewage
At sewer pipes
In sewer treatment plants

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 120
1 in 60
None of these

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