rbjones
Civil/Environmental
- Jul 31, 2003
- 1
Hello,
Does anyone have experience with hydraulic design in a dead-end system? Specifically, the application I am working on is for a branched process chemical supply system, with several reactors that will vary in demand quite a bit. To maintain pressure and keep the pump operating at a relatively constant point on its curve, we are considering a re-circ line back into the source tank.
I have been working on first-draft models using EPAnet...does anyone know of any other models that may prove more realistic, or does anyone have specific experience with this type of application? Thanks in advance for all of your input.
-Rick Jones
Rick Jones, EIT
Stearns and Wheler, LLC
Does anyone have experience with hydraulic design in a dead-end system? Specifically, the application I am working on is for a branched process chemical supply system, with several reactors that will vary in demand quite a bit. To maintain pressure and keep the pump operating at a relatively constant point on its curve, we are considering a re-circ line back into the source tank.
I have been working on first-draft models using EPAnet...does anyone know of any other models that may prove more realistic, or does anyone have specific experience with this type of application? Thanks in advance for all of your input.
-Rick Jones
Rick Jones, EIT
Stearns and Wheler, LLC