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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5

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

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Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

10
15
20
5

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Waste Water Engineering
For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed

10 ppm
3 ppm
4 ppm
5 ppm

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Separate system
Partially separate system
Combined system
None of these

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