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.

Anand kumar said:   9 years ago
Dry weather flow is equal to 3 times of average flow. So the answer is 0.185 * 3 i.e 0.05556.

Saunak said:   9 years ago
@Rajat.

He converted litre into cumec.

Rajat said:   9 years ago
@Samm, How did you take 1000 in the denominator?

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

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

Mukesh maurya said:   9 years ago
@Samm.

How you take 1000 in the denominator?
(1)

Samm said:   9 years ago
Answer should be 0.0185 cumec.

Explanation =[(40 * 250) * 200 * 80%/(1000 * 24 * 60 * 60)] cumec.

Am I right?

Shruthi said:   10 years ago
Please explain.


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