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Waste Water Engineering

Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
10000
1000
5000

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Waste Water Engineering
With self cleansing velocity in sewers

Silting occurs at bottom
Scouring occurs at bottom
Neither silting nor scouring occurs at bottom
Both silting and scouring occur at bottom

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

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Waste Water Engineering
In a trickling filter

Neither A nor B
Biological action is used
Filtration process is used
Both A and B

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
250 ppm
225 ppm
None of these

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

6.5
5
6
7

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