SMS:Quick Tour - FHWA Model: Difference between revisions
From XMS Wiki
Jump to navigationJump to search
No edit summary |
No edit summary |
||
Line 4: | Line 4: | ||
:*'''FESWMS''' – FESWMS is a finite element hydrodynamic modeling code that supports both super and subcritical flow analysis, including area wetting and drying. The FESWMS model allows users to include weirs, culverts, drop inlets, and bridge piers in a standard 2D finite element model. | :*'''FESWMS''' – FESWMS is a finite element hydrodynamic modeling code that supports both super and subcritical flow analysis, including area wetting and drying. The FESWMS model allows users to include weirs, culverts, drop inlets, and bridge piers in a standard 2D finite element model. | ||
:*'''SRH-2D''' – The Sedimentation and River Hydraulics – Two-Dimensional model is a two-dimensional (2D) hydraulic, sediment, temperature, and vegetation model for river systems under development at the Bureau of Reclamation. | |||
Revision as of 15:09, 7 November 2016
SMS includes interfaces to model supported and used by the United States Department of Transportation Federal Highway Administration. The FHWA models with interfaces in SMS include:
- FESWMS – FESWMS is a finite element hydrodynamic modeling code that supports both super and subcritical flow analysis, including area wetting and drying. The FESWMS model allows users to include weirs, culverts, drop inlets, and bridge piers in a standard 2D finite element model.
- SRH-2D – The Sedimentation and River Hydraulics – Two-Dimensional model is a two-dimensional (2D) hydraulic, sediment, temperature, and vegetation model for river systems under development at the Bureau of Reclamation.