Comparison of HEC-RAS and infoworks rs a case study in grand prairie, Texas

Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers

Volumn 342, Issue , 2009, Pages 2853-2862

  Mountz, Thomas W ^a   Crowley, Josha ^a  

^a Espey Consultants Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYSIS SYSTEM; COMPUTATIONAL RESULTS; COMPUTER MODELS; FLAT CHANNELS; FLOOD PLAINS; HEC-RAS; HEC-RAS MODEL; HYDRAULIC CALCULATIONS; HYDROGRAPHS; INFOWORKS; OPEN CHANNELS; RIVER SYSTEMS; STEADY STATE; STEADY-STATE ANALYSIS; STUDY AREAS; TAILWATER; UNSTEADY FLOW ANALYSIS;

COMPUTER NETWORKS; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; LANDFORMS; RESEARCH; RIVERS;

WATER RESOURCES;

EID: 70350169913     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41036(342)289     Document Type: Conference Paper

References (4)

1. Haestad Methods, Inc., Floodplain Modeling Using HEC-RAS, First Edition http://www.haestad.com/library/
2. US Army Corps of Engineers, Hydrologic Engineering Center, HEC-RAS 3.1.3, May 2005
3. Vernon R. Bonner, Unsteady River Modeling Using HEC-RAS, Bonner Consulting, Carlsbad, CA, 2007
4. Info Works v. 9.0.2, Help Topics, What's New in this/previous Version(s), Wallingford Software Ltd., Oxfordshire, U.K., July 2008