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Waste Water Engineering

Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

65 to 70%
0.85
70 to 75%
75 to 80%

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Hydrochloric acid
Nitric acid
Sulphuric acid
Citric acid

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Waste Water Engineering
The formula V = (1/n) r2/3

Bazin’s formula
Chezy’s formula
Manning’s formula
Kutter’s formula

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Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

B = 0.2 d
d = 0.5 B
d = 0.2 B
B = 0.5 d

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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

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

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

5
7
6.5
6

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