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Waste Water Engineering

Waste Water Engineering
In normal conditions, the period for sludge digestion, is

30 days
60 days
20 days
10 days

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Bazin
Kutter
Manning
Chezy

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Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

0.88 m
1.36 m
0.68 m
1.76 m

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Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

20
15
10
5

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Waste Water Engineering
In detritus tanks,

Detention period is kept 3 to 4 minutes
All listed here
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

20% more
10% less
20% less
10% more

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