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Waste Water Engineering

Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

7 m
5 m
6.5 m
5.5 m

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 120
None of these
1 in 60

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

50 cm c/c
22.5 cm c/c
30 cm c/c
15 cm c/c

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Waste Water Engineering
The asbestos cement sewers are

Susceptible to corrosion by sulphuric acid
Light in weight
All of these
Not structurally strong to bear large compressive stress

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Waste Water Engineering
The pH value of fresh sewage is usually

Less than 7
Equal to zero
More than 7
Equal to 7

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Siphon spill way
None of these
Overflow weir
Leaping weir

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