MPKG
Mechanical
- Apr 6, 2003
- 6
I have a flow problem involving a vented site glass on the suction side of a pump. The system consists of a 10,000 gallon vented AST piped into a distribution pump with 2" bcs pipe. I tee'd into this pump intake line with a piece of clear PVC thinking this measures the static pressure of that point so the height of the liquid in the site glass would be about the same as that in the 10,000 gallon tank at pumping conditions since the tee is only 2 feet downstream of the tank outlet and the frictional losses would be negligible. Instead the pump sucks the site glass dry. Where did I go wrong? I am thinking the answer to my dilemma involves transient analysis but I do not know too much about fluid mechanical transient analysis.