Civil Engineering - Waste Water Engineering - Discussion
Discussion Forum : Waste Water Engineering - Section 1 (Q.No. 3)
3.
The rate of accumulation of sludge in septic tanks is recommended as
Discussion:
18 comments Page 2 of 2.
Nisar Alam said:
7 years ago
I am not getting. Please explain me.
Shivnandan said:
8 years ago
=.08*365*(1000÷1400) = 20.85lit.
Pragati said:
6 years ago
How? The answer is A. Explain.
Ajay Prajapati said:
5 years ago
30lit/person/year is correct.
Archna patel said:
7 years ago
How Only 30 litre per year?
Rahul said:
7 years ago
Please explain the answer.
NAVEEN said:
6 years ago
It's 25 liter/person/year.
Viru kapoor said:
8 years ago
How? please explain.
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