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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

5000
100
1000
10000

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Waste Water Engineering
With self cleansing velocity in sewers

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

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

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

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

All sides
Horizontal side
Bottom side
Top side

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Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

10% less
20% more
20% less
10% more

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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

30 m
20 m
24 m
16 m

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