dericw
Civil/Environmental
- Aug 29, 2006
- 2
thread407-260931
I have a similar scenario to that of Crazyhorse81 (referenced thread) where I need to come up with a sewage lift station design for 150-300 gpm at 330' TDH. The discussion about the Progressive Cavity Pump perked up my ears and I have contacted Mono. I'm hoping Crazyhorse81 will see this thread and let me know where he ended up going with his design and also for anyone else out there with experience with PC pumps to give me their thoughts.
I have a similar scenario to that of Crazyhorse81 (referenced thread) where I need to come up with a sewage lift station design for 150-300 gpm at 330' TDH. The discussion about the Progressive Cavity Pump perked up my ears and I have contacted Mono. I'm hoping Crazyhorse81 will see this thread and let me know where he ended up going with his design and also for anyone else out there with experience with PC pumps to give me their thoughts.