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Waste Water Engineering

Waste Water Engineering
A rain sanitary sewer is constructed to carry

Sanitary sewage
Storm sewage
Surface water
Ground water

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Waste Water Engineering
Aerobic activity is maximum

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

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Waste Water Engineering
The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is

100 cm
120 cm
110 cm
150 cm

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Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.25
0.5
0.05
0.1

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Waste Water Engineering
Antisyphonage pipe is fitted

With a W.'trap
On manholes
At the beginning of sewer line
At the end of septic tanks

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

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

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