Civil Engineering - Waste Water Engineering - Discussion
Discussion Forum : Waste Water Engineering - Section 5 (Q.No. 44)
44.
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is
Discussion:
14 comments Page 2 of 2.
Uru said:
8 years ago
Here T = Q/BxL.
Abc said:
8 years ago
I think Q=AV and V considered 2m/hr.
Manju said:
6 years ago
@Naveen.
V = Q/(B*L).
V= settling velocity.
V = Q/(B*L).
V= settling velocity.
Lunaf said:
6 years ago
How come 4 here? Please explain.
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