Weir and Orifice Flow Equations for a Weir in SWMM 5 – ICM SWMM & ICM InfoWorks, SWMM5

Weir and Orifice Flow Equations for a Weir in SWMM 5

4 Aug

Weir and Orifice Flow Equations for a Weir in SWMM 5

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG InfoSWMM , SWMM5 Weir and Orifice Flow Equations for a Weir in SWMM 5 No Comments

Note: Weir and Orifice Flow Equations for a Weir in SWMM 5

If you use a weir in SWMM 5 then two flow equations are used

1. The weir uses the weir flow equation when the head at the weir is between the invert elevation of the weir and the crown of the weir and

2. An orifice equation when the head is above the weir crown or the weir is submerged.

via Blogger http://www.swmm5.net/2013/08/weir-and-orifice-flow-equations-for.html

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Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG

robert.dickinson@gmail.com

Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM

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