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Waste Water Engineering

Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Both A and B
Comminutor
Shredder
Neither A nor B

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
Carbonaceous demand
Initial demand
All of these

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

1.0 m
2.0 m
4.0 m
3.0 m

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Waste Water Engineering
For evaporation and measurement of settable solids, the apparatus used, is

An Imhoff cone
A breaker
A test tube
A jar

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

None of these
20% of the design discharge
Slightly less than 5% of the design discharge
Slightly more than 5% of the design discharge

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Waste Water Engineering
If the pH value of sewage is 7

It is neutral
None of these
It is alkaline
It is acidic

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