Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 2 (Q.No. 21)

Waste Water Engineering

21.

To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.50 m/sec

0.60 m/sec

0.70 m/sec

0.75 m/sec

1.0 m/sec.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

3 comments Page 1 of 1.

Shah Xahid said: 4 years ago

I think it should be B.

Arpita said: 9 years ago

For large sewer, it is 0.75m/s.

(2)

Saksham said: 10 years ago

It is 1 to 1.2 m/s for Indian conditions.

(2)

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