chileheadcraig
Civil/Environmental
- Nov 15, 2002
- 50
We are evaluating a scenario where the check valves would be replaced with spool pieces and flow would be allowed to flow backwards through the high service pump in order to facilite drainage of a reservior in emergency situations. My question is how should I approximate the headloss due to reverse flow through the pump? I am modeling this in WaterGEMS and would like to represent it as a k-value if its a feasible approach.
Another alternative is to remove the "guts" from several 12" ARVs in the main line to allow drainage to the nearby ground surface. I would also like to estimate k-values for these as well.
Thanks much for any advice.
Another alternative is to remove the "guts" from several 12" ARVs in the main line to allow drainage to the nearby ground surface. I would also like to estimate k-values for these as well.
Thanks much for any advice.