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Waste Water Engineering

Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 120
1 in 100
None of these
1 in 60

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Waste Water Engineering
Oxidation process results in the formation of

Nitrates
Carbon dioxide
All of these
Sulphates

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Alum
Ferric chloride
Ferric sulphate
Chlorinated coppers

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Chemical Oxygen Demand (C.O.D.)
Dissolved Oxygen (D.O.)
None of these
Bio-Chemical Oxygen Demand (B.O.D.)

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Waste Water Engineering
Hume steel pipes are

Steel shell coated from inside with cement mortar
Steel pipes
Both B and C
Steel shell coated from outside with cement mortar

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
3
2
2.5

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