STORMCAD MODELING
STORMCAD MODELING
(OP)
I have a storm sewer junction box with a WW line conflict, the WW line penetrates the box and crosses perpendicular to the flow. I need to model the change in HGL created by this conflict.
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RE: STORMCAD MODELING
RE: STORMCAD MODELING
http://www.fdot.gov/roadway/drainage/files/stormdr...
Section 5.6 talks about junction losses for utility conflict boxes, which is what you're describing.
Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East - http://www.campbellcivil.com