Ref: http://communities.bentley.com/products/hydraulics___hydrology/f/5925/t/102714
Hi
In the following captured, I included plan and section of a given stormwater pump station to evacuate water from wet well to a river from level 0.0 m to level 10 m.
I need to have the required volume of wet well for a given hydrograph.
I drew manhole, pipe , wet well, pump, pressure pipe and an outlet in SewerGems.
Aso,as you mentioned before, I input the 5-year event hydrograph in the node (manhole).
Please let me know:
1- How can I have volume required of wet well based on the hydrograph and pump discharge 2 x 0.2 m3/s.
2-Is it possible to have volume stored in the pipe in the different level form level 0.0 to level 2m?
This project should be done based on " HEC24, stormwater pump station guideline" and I should follow that book.
Regards.
Hamid
Regards,
Jesse DringoliTechnical Support Manager, OpenFlowsBentley Communities Site AdministratorBentley Systems, Inc.
1-yes. pump flow rate is constant 0.2 cms.
2-for the guidline see the following link:.
3-as the following table shows, I need to provide a table to show volume stored in the wetwell and storage pipe for different elevation with interval 0.1m.
this help me to calculate the switching table (elevation)
Thanks
Answer Verified By: Hamid.AKbari