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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Compressive force
Shearing force
Bending force

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Waste Water Engineering
For efficient working of a sewer, it must be ensured that

Minimum velocity of 0.45 m/sec, is maintained at its minimum flow
A maximum velocity of 0.90 m/sec, is maintained at its maximum flow
Both (A) and (B)
Neither (A) nor (B)

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Waste Water Engineering
The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is

110 cm
100 cm
120 cm
150 cm

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Waste Water Engineering
The sewer which received discharge from two or more main sewers, is known as

An intercepting sewer
A trunk sewer
An outfall sewer
A main sewer

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Lined with stones
With beds of rocks and gravels
Neither A. nor B.
Both A. and B.

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Waste Water Engineering
The most widely used pump for lifting sewage is

Reciprocating pump
Air pressure pump
Pneumatic ejector
Centrifugal pump

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