Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 3 (Q.No. 35)
35.
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is
0.05552 cumec
0.05554 cumec
0.05556 cumec
0.0556 cumec
0.0558 cumec.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
18 comments Page 2 of 2.

Hemm said:   9 years ago
Yes, it should be 0.0185 cumec.

Debsubhra pal said:   5 years ago
The Design discharge is 6*dwf.

Rocky said:   9 years ago
Yes, I also get 0.0185 cumec.

Niranjan said:   9 years ago
Great section, thanks to all.
(1)

Anju said:   8 years ago
Yes, right @Anand and @Chaya.

Akash said:   8 years ago
It should be 0.0185 cu.m/sec.

Anirban Roy said:   5 years ago
Right @Debsubhra.

Shruthi said:   10 years ago
Please explain.


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