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Waste Water Engineering

Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Parabolic shaped
Circular shaped
Egg shaped
Horse shoe shaped

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Waste Water Engineering
pH value of sludge during alkaline regression stage, is

More than 7
More than 6
Less than 7
Less than 6

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Waste Water Engineering
Clogging of sewers, is caused due to

Greasy and oily matters
Silting
Low discharge
All of these

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected large scale infiltration of stream water
Under estimates of maximum and average flows
Unexpected increase in the population
All of these

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

22.5 cm c/c
50 cm c/c
30 cm c/c
15 cm c/c

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Neither A nor B
Both A and B
Concreting

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