Improving Flood Inundation Mapping Accuracy Using HEC-RAS Modeling: A Case Study of the Neches River Tidal Floodplain in Texas

Author:

Qian Qin1ORCID,Edwards Darius J.2,Zhang Yu3,Haselbach Liv4ORCID

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Lamar Univ., P.O. Box 10024, Beaumont, TX 77710 (corresponding author). ORCID: .

2. Engineer, Dewberry Engineers Inc., 8401 Arlington Blvd., Fairfax, VA 22031.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, 701 S. Nedderman Dr., Arlington, TX 76019.

4. Professor, Dept. of Civil and Environmental Engineering, Lamar Univ., P.O. Box 10024, Beaumont, TX 77710. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference47 articles.

1. Regression equations for estimation of annual peak-streamflow frequency for undeveloped watersheds in Texas using an L-moment-based, PRESS-minimized, residual-adjusted approach

2. Bhandari, M., N. Nyaupane, S. R. Mote, and A. Kalra. 2017. 2D unsteady routing and flood inundation mapping for lower region of Brazos river watershed, 292–303. Sacramento, CA: World Environmental and Water Resources Congress.

3. Blake E. S. and D. A. Zelinsky. 2018. “National hurricane center tropical cyclone report Hurricane Harvey.” Accessed May 1 2019. https://www.nhc.noaa.gov/data/tcr/AL092017_Harvey.pdf.

4. Changing climate shifts timing of European floods

5. Brunner, G. W. 2016. HEC-RAS: River analysis system hydraulic reference manual. Davis, CA: Hydraulic Engineering Center.

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