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Waste Water Engineering

Waste Water Engineering
Sewer pipes need be checked for

None of these
Both A and B
Minimum flow
Maximum flow

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Waste Water Engineering
The standard B.O.D. of water is taken for

5 days
2 days
1 day
3 days

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

1500 litres/km/cm
2000 litres/km/cm
500 litres/km/cm
1000 litres/km/cm

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than the self-cleansing velocity
More than the self-cleansing velocity
More than 20 m/sec
Less than 10 m/sec

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Waste Water Engineering
For detecting the nitrates in sewage, the colour may be developed by adding

Sulphuric acid and napthamine
None of these
Potassium permanganate
Phenol-di -sulphuric acid and potassium hydroxide

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Waste Water Engineering
The presence of free ammonia in sewage, is detected by

Phenol-di-sulphuric acid
Adding potassium permanganate
Adding sulphuric acid
Boiling

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