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Waste Water Engineering

Waste Water Engineering
In a trickling filter

Filtration process is used
Biological action is used
Neither A nor B
Both A and B

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Chemical Oxygen Demand (C.O.D.)
Dissolved Oxygen (D.O.)
None of these
Bio-Chemical Oxygen Demand (B.O.D.)

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Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

150 m
300 m
200 m
100 m

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Waste Water Engineering
The effluent of a septic tank is

Foul and contains dissolved and suspended solids
None of these
Fit for discharge into any open drain
As good as that from a complete treatment

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

A particle to travel from top surface to bottom sludge zone
None of these
A particle to travel along its length
The flow of sewage to fill the tank

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Waste Water Engineering
At the junction of sewers

Tops of both the sewers are at the same level
Top of smaller sewer is kept lower
Top of larger sewer is kept lower
None of these

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