Hi
how can I model the diversion in following captured?
Mark
Thanks Mark
As the following capture shows, I am going to lay out a diversion channel from the weir to the river .
I want to have a side weir, 20m away of the manhole with crest elevation 5.5 and length 3m.
when flow is more than 100 cms I want to be discharge to the river by the side slope.
Note that I have a pattern flow in the manhole and sometimes it will be more than 100 cms.
Thanks
Hamid
Regards,
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.