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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.075
1.065
1.095
1.085

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

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

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Stone ware sewers
Cement concrete sewers
Glazed bricks sewers
Cast iron sewers

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

SO₂
CO₂
O₂
CO₂

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Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

0.88 m
0.68 m
1.76 m
1.36 m

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Waste Water Engineering
In sewage, the solids in mg per litre is

1000 to 1500
100 to 500
500 to 1000
1500 to 2000

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