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.
Priyanka Shah said:
7 years ago
Please, anyone explain this in detail.
Vijay Muzalda said:
7 years ago
I am not getting the answer please anyone explain.
Rahul said:
7 years ago
Please explain the answer.
Nisar Alam said:
7 years ago
I am not getting. Please explain me.
Sagar K M said:
7 years ago
I didn't understand it. Please explain me.
Archna patel said:
7 years ago
How Only 30 litre per year?
Shivnandan said:
8 years ago
=.08*365*(1000÷1400) = 20.85lit.
Viru kapoor said:
8 years ago
How? please explain.
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