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 1 of 2.
Viru kapoor said:
8 years ago
How? please explain.
Shivnandan said:
8 years ago
=.08*365*(1000÷1400) = 20.85lit.
Archna patel said:
7 years ago
How Only 30 litre per year?
Sagar K M said:
7 years ago
I didn't understand it. Please explain me.
Nisar Alam said:
7 years ago
I am not getting. Please explain me.
Rahul said:
7 years ago
Please explain the answer.
Vijay Muzalda said:
7 years ago
I am not getting the answer please anyone explain.
Priyanka Shah said:
7 years ago
Please, anyone explain this in detail.
Ramu said:
7 years ago
Avg BOD per person per day=0.08kg/day/person.
So, for 1year 0.08 * 365 = 29.2.
Please correct me if it is wrong.
So, for 1year 0.08 * 365 = 29.2.
Please correct me if it is wrong.
(5)
Shubham said:
6 years ago
@Ramu.
Here the options are in litres. So how come?
Here the options are in litres. So how come?
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