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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

Egg shaped
Horse shoe shaped
Parabolic shaped
Circular shaped

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

2
4
3
1.5

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

300 mg/l
400 mg/l
200 mg/l
100 mg/l

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Both silting and scouring occur at the bottom
The bottom is silted
Neither silting nor scouring occurs at the bottom
The bottom is scoured

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

5 hours
3 hours
4 hours
2 hours

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

All listed here
Size of the sewer
Roughness of sewer surface
Shape of the sewer

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