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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/(B × D)
Q/L
Q/(B × L)
Q/(L × D)

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3 years
5 years
4 years
3.5 years

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Waste Water Engineering
Drop manholes are the manholes

Having drains at different levels
With depths more than 3.5 m
Without entry ladders
Without manhole covers

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

None of these
A heap
Plateau
Windrow

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

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

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

4 m
4.5 m
3.5 m
3 m

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