Approach to Determine Extent and Depth of Highway Flooding

Author:

Cai Hubo123,Rasdorf William123,Tilley Chris123

Affiliation:

1. Dept. of Civil and Construction Engineering, Western Michigan Univ., Kalamazoo, MI 49008.

2. Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695.

3. Application Analyst Programmer, GIS Unit, NCDOT, 1587 Mail Service Center, Raleigh, NC 27699-1587.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference22 articles.

1. Bennett T. H. Walton R. Dickerson P. D. and Howard J. W. (2004). “Comparison of HEC-RAS and MIKE11 unsteady flow modeling for the Tillamook Valley.” Proc. 2004 World Water and Environmental Resources Congress—Critical Transitions in Water and Environmental Resources Management ASCE Salt Lake City Utah.

2. Cai H. (2003). “Accuracy evaluation of a 3D spatial modeling approach to model linear objects and predict their lengths ” Ph.D. dissertation Dept. of Civil Engineering North Carolina State Univ. Raleigh N.C.

3. Demissie M. Lian Y. and Bhowmik N. G. (2001). “Application of hydraulic models for the analysis of the interaction of the Illinois River and its floodplain.” State of the Practice—Proc. World Water and Environmental Resources Congress—Bridging the Gap: Meeting the World’s Water and Environmental Resources Challenges ASCE Orlando Fla.

4. Federal Geographic Data Committee (FGDC). (1994). “Subcommittee Reports: FGDC Ground Transportation Subcommittee positions and recommendations on linear referencing systems.” FGDC Ground Transportation Subcommittee.

5. Federal Geographic Data Committee (FGDC). (1999). “National spatial data infrastructure framework transportation identification standard—Working draft.” FGDC Ground Transportation Subcommittee.

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