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Waste Water Engineering

Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

100 m
200 m
300 m
150 m

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Oil and grease
Sand and girt
Floating materials
Large suspended organic solids

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Waste Water Engineering
Self-cleansing velocity is

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

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Waste Water Engineering
House connections to the laterals is generally made by

Cast iron
Glazed stonewares
P.C.C.
R.C.C.

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

The flow of sewage to fill the tank
A particle to travel from top surface to bottom sludge zone
A particle to travel along its length
None of these

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

A heap
Plateau
None of these
Windrow

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