Hi,
I have some questions about calculation option.
1.what does maximum NR weighting coefficient we can consider in model?
in model for running the project i insert NR weighting coefficient 1.5~2. otherwise model doesn't run.
what's your opinion, for other Coefficients for example calculation time step, lpi coefficient, nr iterations, relaxation weighting coefficient, and computation distance? what range does we consider is better in my project with 900 million liters sewerage in a day ?
2.what difference transition start and warm start?
3.what best way for insert loss in manhole and conduit?
Regards,
Sushma Choure
Bentley Technical Suppport
Regarding Start Type and other calculation options, you may also find these articles helpful:
http://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/21403.how-do-you-troubleshoot-large-sewergems-or-civilstorm-models-when-using-the-implicit-solver
http://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/13337.transition-time-vs-warm-up-time-solution-500000075381
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.