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Waste Water Engineering

Waste Water Engineering
The factor responsible for purification of sewage in river is

Dissolved oxygen in water
Hydrology
Temperature
All listed here

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

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

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Waste Water Engineering
The flow velocity in detritus tanks is

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

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Waste Water Engineering
The water carried sewerage system removes

All listed here
Industrial sewage
Storm sewage
Domestic sewage

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.70 m/sec
0.75 m/sec
0.50 m/sec
0.60 m/sec

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Waste Water Engineering
In case of Imhoff tanks,

All of these
The shape is rectangular
Detention period is 2 hours
The velocity of flow is restricted to 0.30 m/minute

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