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Waste Water Engineering

Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
Greasy and oily matters
All of these
Silting

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Waste Water Engineering
‘Cowl’ is provided at

Upper end of the manhole
First step in manhole
Upper end of ventilating column
Lower end of ventilating column

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Waste Water Engineering
Rate of flow of sewage is generally assumed

More than the rate of water supply
Equal to the rate of water supply
At 150 litres per capita
Less than the rate of water supply

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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

100
10000
5000
1000

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Waste Water Engineering
House connections to the laterals is generally made by

Cast iron
P.C.C.
Glazed stonewares
R.C.C.

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is silted
Both silting and scouring occur at the bottom
Neither silting nor scouring occurs at the bottom
The bottom is scoured

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MORE MCQ ON Waste Water Engineering

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