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Waste Water Engineering

Waste Water Engineering
The recommended detention period for grit chambers is

3 minutes
5 minutes
1 minute
2 minutes

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

7 m
5 m
6.5 m
5.5 m

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Waste Water Engineering
The following is the physical characteristic of sewage

Odour
Turbidity
All listed here
Colour

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

0.85
65 to 70%
75 to 80%
70 to 75%

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Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

2 to 3 mm
5 to 8 mm
3 to 5 mm
8 to 10 mm

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Nitric acid
Hydrochloric acid
Sulphuric acid
Citric acid

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MORE MCQ ON Waste Water Engineering

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