Two-Dimensional Hydraulic Models: Difference between revisions
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{{Video Icon}} [[On-Demand Webinar: HEC-RAS 2D Modeling]] | {{Video Icon}} [[On-Demand Webinar: HEC-RAS 2D Modeling]] | ||
{{Video Icon}} [[On-Demand Webinar: Intro to the Application of 2D Hydraulic Modeling for Dam and Levee Safety]] | {{Video Icon}} [[On-Demand Webinar: Intro to the Application of 2D Hydraulic Modeling for Dam and Levee Safety]] | ||
{{Website Icon}} [[Technical Seminar: HEC-RAS 2D]] | |||
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Revision as of 22:35, 21 February 2023
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| A two-dimensional hydraulic model (USGS, 2021) |
"One-dimensional models include mathematical simplifications related to the assumption that flood depth remains uniform over the entire cross section. This assumption is not accurate for wide and flat floodplain areas. Two-dimensional models use full dynamic or simplified forms of one- and two-dimensional shallow water equations to solve both one-dimensional channel flow and two-dimensional overland flow and are more appropriate for flat and wide floodplain areas”. [1]
Best Practices Resources
Trainings
On-Demand Webinar: HEC-RAS 2D Modeling
On-Demand Webinar: Intro to the Application of 2D Hydraulic Modeling for Dam and Levee Safety
Citations:
Revision ID: 6573
Revision Date: 02/21/2023