Good evening
i have problem with the results of the network's pressure and flow when the pumps in the shutdown in the EPS mode
the graphs of the junction's pressure shows unreasonable results
so i need to know the correct way of modeling a water network consist of two tanks and one pump station ( 4 pumps ) in EPS mode at the time of pump's sutdown
thank you
good morning
regards to my yesterday question i have updated the model (WATERGEMS) communities.bentley.com/.../130050
from that model i would like to see the pressure curve for junction 1 during 24 hrs from the time of pumps shutdown
also i would like to see the flow reduction and curves for all the discharge pipes during 24 hrs from the time of pumps shutdown
or at lest the few seconds from the time of shutdown
by now the results shown for both pressure and flow seem unreasonable,i would like to know what is the problem
Best regards,
Bushra Alnaamani
Answer Verified By: Sushma Choure