I have a pond (Basin F) upstream of a junction node (POI 4A). POI 4A has its own catchments, and is also directly downstream of the Basin F composite outlet structure.
When I run the model, the peak flow rate through POI 4A is 113.75. If I make changes to the Basin F composite outlet structure, the peak flow rate through POI 4A is still 113.75. Why is my junction node reaching a maximum peak flow rate?
If I disable the POI 4A catchments, such that Basin F is the only upstream flow contribution to POI 4A, then changes to the Basin F composite outlet structure do effect changes to POI 4A flow (such that Basin F out = POI 4A in).
Thanks,
Nathan
Regards,
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.
In this user's case, the peak flow in the junction node was being reached before the peak flow was happening in the pond. As shown in the graph below, you can see this happening. The elevation in the orifice is 59". The pond does not peak until 12.22 hours while the junction node peaks at 11.93 hours. Therefore you do not see a change when looking at the properties.
Terry FosterTechnical SupportHydraulics and Hydrology product lineBentley Systems, Inc.
Answer Verified By: Sushma Choure