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Waste Water Engineering

Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.1
0.5
0.05
0.25

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 60
None of these
1 in 100
1 in 120

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
Overflow rate
Surface loading
All of these

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

5 years
3 years
3.5 years
4 years

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Waste Water Engineering
For efficient working of a sewer, it must be ensured that

Neither (A) nor (B)
A maximum velocity of 0.90 m/sec, is maintained at its maximum flow
Both (A) and (B)
Minimum velocity of 0.45 m/sec, is maintained at its minimum flow

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Waste Water Engineering
In sewers designed with self cleansing velocity,

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

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