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Waste Water Engineering

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

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

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Waste Water Engineering
The laying of sewers is done with

Clinometer
Magnetic compass
Theodolite
Level

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

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

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Waste Water Engineering
The algae dies out in the zone of

Cleaner water
Degradation
Active decomposition
Recovery

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Three fourth full
Full depth
Two third full
Half full

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Waste Water Engineering
Self-cleansing velocity is

Velocity of water at flushing
Velocity of water in a pressure filter
Velocity at which no accumulation remains in the drains
Velocity at dry weather flow

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