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Waste Water Engineering

Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2
3
2.5

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3.5 m
4.5 m
4 m
3 m

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Waste Water Engineering
Oxidation process results in the formation of

Sulphates
All of these
Carbon dioxide
Nitrates

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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

5.5 m
7 m
5 m
6.5 m

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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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Waste Water Engineering
Pathogens (or pathogenic bacterias) in water may cause

All listed here
Cholera
Typhoid
Dysentery

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