Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Sign In
All tags
Time Step
Coefficient
discharge coefficient
EPS
HAMMER
SewerGEMS
Short Pipes
TCV
Time
Courant Stability Criterion
Juan David Garcia Jiménez
Hello, I am currently working on the construction and modeling of sewer networks using SewerGems software version 10.03.04.53. As a requirement of the client I have been asked to verify that the results obtained in the modeling comply with the Courant…
Answered
4 months ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Time lapse for EPS while running for only hydraulic analysis is more than 6 hrs.
Arvind Raghuwanshi
Issue while running the EPS for distribution network - Following are details - Distribution pipe network of approx 1800 km, 200 km of transmission mains and 101 of ESR and 95 Nos of Pumps. The time taken to run in EPS is too much it takes nearly 5 hrs…
over 5 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Re: Small DIA Valve Closure in Chamber's
Mal Sharkey
Nikola, I would start by checking the TCV's headloss or discharge coefficient. Often people have this value set incorrectly and they find that, instead of gradually closing over, say, 2 mins, the valves appear to do nothing for a long time and then…
over 13 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
View related content throughout OpenFlows | Water Infrastructure
More
Cancel