Purpose: | 1D hydraulic modeling |
Developer: | U.S. Army Corps of Engineers Hydrologic Engineering Center (USACE HEC) |
Key Features: | GIS capabilities; All components use a common geometric data representation, and common geometric and hydraulic computation routines |
Latest Release: | Version 4.1, January, 2010 |
OS Platform: | Windows, UNIX |
Cost: | Free |
Related Software: | Flood Modeller, MIKE 11, SOBEK, |
Website: | HEC-RAS home page |
HEC-RAS, first released in 1995 as the successor to HEC-2, models 1D hydraulic processes for a full network of natural and constructed channels. HEC-RAS contains 4 1D hydraulic components that model steady water flow, unsteady water flow surface profiles, movable boundary sediment transport, and water quality. HEC-RAS models steady flow using the energy equation and the standard step method, and unsteady flow using the Saint Venant equation. HEC-RAS has been used to design hydraulic structures, for bridge scour analysis, floodplain analysis, dam break and levee breach analysis, sediment transportation, evaluation of deposition in reservoirs, and water quality. Although applications are of multidimensional nature, the software's solutions involve one-dimensional calculations. Key features of the HEC-RAS model include a Graphical User Interface (GUI), data storage and management, and GIS-related tools and capabilities.
Advantages | Limitations |
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Africa | East Asia and the Pacific | Europe & Central Asia | Latin America & the Caribbean | Middle East and North Africa | South Asia |
Kenya (Hydrologic impacts due to dam) | Philippines (Flood Monitoring) | Hydraulic modeling of flood plains, lower Tisza River, Hungary |
Chile (Environmental Effects due to Dams) Flooding analysis for TaquaraƧu river, Brazil |
Iraq (Channel Morphology) |
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