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Waste Water Engineering

Waste Water Engineering
Sewer pipes need be checked for

None of these
Minimum flow
Both A and B
Maximum flow

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Waste Water Engineering
1000 kg of sewage contains

Both A and C of above
0.112 kg in suspension
0.112 kg in solution
0.225 kg in solution

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Waste Water Engineering
Antisyphonage pipe is fitted

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

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

5
7
6.5
6

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Ferric sulphate
Alum
Ferric chloride
Chlorinated coppers

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

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