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Waste Water Engineering

Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

16 m
30 m
20 m
24 m

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Waste Water Engineering
In sewers the effect of scouring is more on

Horizontal side
Top side
Bottom side
All sides

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

Low estimates of the average and maximum flows
Unexpected increase in population
Large scale infiltration of storm water
All listed here

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Waste Water Engineering
The intensity of rain is expressed in

None of these
cm/day
cm/minute
cm/hour

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.7 to 0.9 m
0.5 to 0.7 m
0.4 to 0.5 m
0.9 to 1.20 m

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

4
3
2
1.5

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