Hi
I am going to model a Pond which has 3 outlet: one HICKENBOTTOM RISER and two twin DI (ditch inlet) in SewerGems.
Also there is an emergency spillway and two inlet headwalls.
Could you please let me know:
1-Pond inlets should be used as outfall or headwall? and what type of Boundary condition should be used?(please see the attached files)
2-for composite outlet structures what types of the outlet structures should be used? what flow direction? headwater type and Tailwater type?
3-regarding to the attached (secure files) how can I fill out the items for Riser, orifice?
At the end I 'll appreciate you if you let me have a model from the attached files to help me to learn modelling the pond in SewerGems.
Thanks in advance
Hamid
Regards,
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.