Civil Engineering - Waste Water Engineering - Discussion
Discussion Forum : Waste Water Engineering - Section 1 (Q.No. 30)
30.
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is
Discussion:
11 comments Page 1 of 2.
Abubakar said:
5 years ago
Above 1.25 = 1.5,
Upto 1 = 2.0,
Upto .5 = 3.0,
Upto .25 = 4.0.
Reference S.K. Garg.
Upto 1 = 2.0,
Upto .5 = 3.0,
Upto .25 = 4.0.
Reference S.K. Garg.
(9)
Amitesh said:
6 years ago
Max flow is 3 times of avg flow please correct.
(2)
Sanket said:
6 years ago
Trunk mains above 1.25m in dia 1.5.
(1)
Sunil Meena said:
7 years ago
Main sewer upto diameter 1m = 2.
Branch sewer upto diameter .5m = 3.
Lateral sewer upto diameter .25m = 4.
Branch sewer upto diameter .5m = 3.
Lateral sewer upto diameter .25m = 4.
(1)
AVI said:
7 years ago
MAX FLOW = 2 x average flow.
Max flow = 4 x minimum flow.
Max flow = 4 x minimum flow.
(2)
KAPIL DEV SHARMA said:
7 years ago
Mains up to 1m in dia = 2.
Branches up to 0.5m into = 3.
Branches up to 0.5m into = 3.
(1)
Debasish said:
8 years ago
Maximum daily flow = Two times the annual average daily flow (representing
seasonal variations).
Maximum hourly flow = 1.5 times the maximum daily flow (accounting hourly
variations).
= Three times the annual average daily flow.
seasonal variations).
Maximum hourly flow = 1.5 times the maximum daily flow (accounting hourly
variations).
= Three times the annual average daily flow.
(1)
Praveen bhaskar said:
8 years ago
Maximum daily flow = 2*avg. Daily flow.
(In this case diameter do not matter).
(In this case diameter do not matter).
(1)
Mahendra k said:
9 years ago
How it's?
Dipesh sinha said:
9 years ago
Explanation the answer please.
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