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Waste Water Engineering

Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Concreting
Raising low lying areas by dumping
Both A and B
Neither A nor B

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Sewer line runs along a main road
Ordinary manhole cannot be built
Invert level of a branch sewer is more than 60 cm that of the main sewer
Two sewer lines intersect

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.5 D
1.15 D
1.75 D
1.25 D

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Waste Water Engineering
Antisyphonage pipe is fitted

On manholes
At the end of septic tanks
At the beginning of sewer line
With a W.'trap

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

All of these
First stage demand
Initial demand
Carbonaceous demand

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

4.0 m
1.0 m
3.0 m
2.0 m

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