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Waste Water Engineering

Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sewage
Sullage
None of these
Liquid waste

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Greater than 0.1 mm
Less than 0.01 mm
Less than 0.1 mm
Less than 0.05 mm

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Waste Water Engineering
The asbestos cement sewers are

Light in weight
All of these
Susceptible to corrosion by sulphuric acid
Not structurally strong to bear large compressive stress

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Waste Water Engineering
Fresh sewage may become stale in

Six hours
One hour
Two to three hours
Three to four hours

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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
Sewer manholes are generally provided at

The change of gradient
The change of direction
The junctions of sewers
All of these

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