Civil Engineering - Water Supply Engineering - Discussion
Discussion Forum : Water Supply Engineering - Section 5 (Q.No. 11)
11.
Normal values of overflow rate for sedimentation tanks using coagulants in litres/hr/m2 , generally range between
Discussion:
4 comments Page 1 of 1.
Hayat said:
6 years ago
Nice, Thanks @Abhi.
Ankit said:
7 years ago
Thanks for explaining @Abhi.
Rohit said:
7 years ago
Thanks @Abhi.
Abhi said:
7 years ago
Plain = 12000 to 18000 l/m2/day.
Cogulant= 24000 to 30000 l/m2/day.
In question, we are asked in /hr so divide these values with 24.
Cogulant= 24000 to 30000 l/m2/day.
In question, we are asked in /hr so divide these values with 24.
(1)
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