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Waste Water Engineering

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

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

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Waste Water Engineering
In sewers the effect of scouring is more on

All sides
Bottom side
Top side
Horizontal side

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

Comminutor
Both A and B
Shredder
Neither A nor B

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Under estimates of maximum and average flows
Unexpected increase in the population
All of these
Unexpected large scale infiltration of stream water

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Waste Water Engineering
A drop manhole is provided if

A lamp is inserted to check obstruction
None of these
A sewer drops from a height
A branch sewer joins the main sewer at higher level

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

Shape of the sewer
All listed here
Roughness of sewer surface
Size of the sewer

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