Civil Engineering - Waste Water Engineering - Discussion
Discussion Forum : Waste Water Engineering - Section 7 (Q.No. 23)
23.
The normal values of over flow rates for sedimentation tanks using coagulent, ranges between
Discussion:
12 comments Page 1 of 2.
M Subash shiva said:
2 years ago
Option C is correct for primary sedimentation.
Option A is for secondary sendimentaion.
Option A is for secondary sendimentaion.
Anirban Roy said:
2 years ago
Yes, Option A is correct.
Sahil Chavda said:
2 years ago
Right, thanks @Hardik.
Sahil chavda said:
2 years ago
For Sedimentary tanks using coagulant- 50000 to 60000.
For plain primary sedimentation tanks- 40000 to 50000.
For secondary sedimentation tank- 25000 to 35000.
For plain primary sedimentation tanks- 40000 to 50000.
For secondary sedimentation tank- 25000 to 35000.
Abhishek said:
2 years ago
Right, thanks @Hardik.
Gaurav said:
2 years ago
Options A is the correct answer.
Hardik said:
3 years ago
@Dheeraj. I don't know I'm right or wrong. In above comment I just combined all the 3 question which is given in this section of WWE. !
Dheeraj said:
3 years ago
@Hardik is wrong. And rest of the all you are correct.
Hardik said:
3 years ago
For Sedimentary tanks using coagulant- 50000 to 60000.
For plain primary sedimentation tanks- 40000 to 50000.
For secondary sedimentation tank- 25000 to 35000.
For plain primary sedimentation tanks- 40000 to 50000.
For secondary sedimentation tank- 25000 to 35000.
Balbhim said:
4 years ago
A is the correct answer. I too agree.
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