SMS:SRH-2D Culvert Workflow: Difference between revisions
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!width="800" style="text-align:left;"|6. Set-up boundary conditions. | !width="800" style="text-align:left;"|6. Set-up initial boundary conditions. | ||
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:#* Internal inflows and outflows (highlight approach – hole in mesh). | :#* Internal inflows and outflows (highlight approach – hole in mesh). | ||
:#* Monitoring Lines. | :#* Monitoring Lines. | ||
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:#Create boundary condition arcs. | :#Create boundary condition arcs for the culvert. | ||
:#Specify the HY-8 culvert definition file. | :#Specify the HY-8 culvert definition file. | ||
:#Assign the boundary condition attributes and define the culvert in HY-8. | :#Assign the boundary condition attributes and define the culvert in HY-8. |
Revision as of 19:18, 12 August 2015
To build an SRH-2D model using a culvert, use the following steps:
1. SRH-2D project setup. |
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2. Import data. | ||||||||||||||||||||||
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3. Review and edit elevation data. |
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4. Define model limits (domain). |
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5. Define materials. |
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6. Set-up initial boundary conditions. |
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7. Create culvert boundary conditions. |
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8. Specify the initial conditions of the stream. |
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9. SRH-2D simulation setup. |
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10. Review results. |
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11. Compare datasets. |
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12. Data visualization. |
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SMS – Surface-water Modeling System | ||
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Modules: | 1D Grid • Cartesian Grid • Curvilinear Grid • GIS • Map • Mesh • Particle • Quadtree • Raster • Scatter • UGrid | |
General Models: | 3D Structure • FVCOM • Generic • PTM | |
Coastal Models: | ADCIRC • BOUSS-2D • CGWAVE • CMS-Flow • CMS-Wave • GenCade • STWAVE • WAM | |
Riverine/Estuarine Models: | AdH • HEC-RAS • HYDRO AS-2D • RMA2 • RMA4 • SRH-2D • TUFLOW • TUFLOW FV | |
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