How do you represent a headwall in Stormcad?
How do you represent a headwall in Stormcad?
(OP)
I googled, and looked around on the Bentley forums to no avail. As far as I can tell, there's no elegant way to model a headwall in this program. (Often, I have a headwall intercepting channel flow at the top of a storm sewer system.)
I used a no-loss, 100% efficiency catch basin, with rim height equal to pipe outflow invert.
I used a no-loss, 100% efficiency catch basin, with rim height equal to pipe outflow invert.





RE: How do you represent a headwall in Stormcad?
That's what I always did.
Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East - http://www.campbellcivil.com
RE: How do you represent a headwall in Stormcad?
RE: How do you represent a headwall in Stormcad?
Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East - http://www.campbellcivil.com
RE: How do you represent a headwall in Stormcad?
RE: How do you represent a headwall in Stormcad?
Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East - http://www.campbellcivil.com