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Waste Water Engineering

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

All listed here
Cholera
Dysentery
Typhoid

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

3
1.5
2.5
2

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

30 to 40%
80 to 90%
40 to 60%
60 to 80%

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Storm water
Industrial sewage
Domestic sewage

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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

10
15
5
20

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

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

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