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Waste Water Engineering

Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D3/2 = 4 b3/2
D3/8 = 4 b3/8
D8/3 = 4 b8/3
D2/3 = 4 b2/3

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Waste Water Engineering
The standard B.O.D. of water is taken for

2 days
5 days
3 days
1 day

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Sand and girt
Oil and grease
Large suspended organic solids
Floating materials

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

10000
5000
1000
100

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Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Oxidation
All listed here
Sedimentation
Screening

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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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