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Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 4 (Q.No. 36)
Waste Water Engineering
36.
In sewers the velocity of flow should not be
more than the self-cleansing velocity
less than the self-cleansing velocity
less than 10 m/sec
more than 20 m/sec.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
2 comments Page 1 of 1.
Pavan said:   5 years ago
Flow velocity should be more than self-cleaning velocity so that the accumulation of sludge can't happen.
Ning Yakadu said:   6 years ago
No, it should be more than self-cleansing velocity and less than non-scouring velocity.
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