mjfarrell
Civil/Environmental
- Feb 28, 2019
- 4
Hi guys, I am having some trouble getting pressures/flow to match the field test.
What is the best practice to model these test flows?
Reservoir to pump to node where the hydrant is?
Or Tank to node where the hydrant is
As an example one test location is 1244 gpm static pressure 102 psi and residual of 79 psi
I cant seem to get the flow/pressure correct at the first node where the hydrant is.
Any help or suggestions are greatly appreciated.
Thanks!
What is the best practice to model these test flows?
Reservoir to pump to node where the hydrant is?
Or Tank to node where the hydrant is
As an example one test location is 1244 gpm static pressure 102 psi and residual of 79 psi
I cant seem to get the flow/pressure correct at the first node where the hydrant is.
Any help or suggestions are greatly appreciated.
Thanks!