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Waste Water Engineering

Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/L
Q/(L × D)
Q/(B × D)
Q/(B × L)

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

40 to 60%
80 to 90%
60 to 80%
30 to 40%

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Waste Water Engineering
Are available in size Stoneware sewers

All of these
20 cm
10 cm
15 cm

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Waste Water Engineering
Imhoff cone is used to measure

Settleable solids
Total in organic solids
Total organic solids
Total solids

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Waste Water Engineering
For sewers, inverted siphon is provided for

Four pipes
Three pipes
Two pipes
One pipe

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Waste Water Engineering
In sewers the velocity of flow should not be

More than the self-cleansing velocity
More than 20 m/sec
Less than the self-cleansing velocity
Less than 10 m/sec

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