Hi all,
I want to ask you about a pump consideration I need to do.
For a project area I am involved, we have a sump pump and consider two cases: rainfall ( 0.63 m3/h), and a spill or leak of 20%, in volume, of one of the tanks (this is the mandatory flow 55 m3/h).
The problem I have is the diference between the viscosities 1.3 cP for water and 13 cP for tanks content (slurry).
As I understand will be necesary to "dilute" with water the spill of slurry in order to drive it to the sump, may I consider it as a "heavy liquid" and not a slurry in order to calculate the pump?
Could you give any idea about the question?
"Almost" Good Answers: