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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

3
4
2
1.5

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

Nitrogen and organic nitrogen
All listed here
Ammonia and nitrogen
Organic nitrogen and ammonia

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Waste Water Engineering
If the pH value of sewage is 7

None of these
It is neutral
It is acidic
It is alkaline

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

90 cm
80 cm
50 cm
100 cm

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Waste Water Engineering
The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

d² (0.011d + 0.785H)/Q
d (0.022d + 0.085H)/Q
d (0.285d + 0.011H)/Q
d (0.785d + 0.011H)/Q

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Waste Water Engineering
In sewers the effect of scouring is more on

Horizontal side
All sides
Bottom side
Top side

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