Abstract

This study determines the most critically vulnerable major roadways in Norfolk and Virginia Beach, Virginia. Sea-level rise predictions are combined with the mean higher high water and 99% tidal datums and storm surge predictions to project flood water surface elevations through the year 2100. LiDAR data are used to compare major roadway elevations with the projected flood water elevations to determine which roadway segments would be flooded under different scenarios. Traffic data are used to determine critical road segments in the region (heavily traveled and low elevation). Results suggest that by the year 2100, and assuming intermediate sea-level predictions, approximately 10% of major roadways will regularly flood at high tide and 15% will flood at the 99% tide; this increases to more than 65% given a 100-year storm surge event. Five critical road segments are identified that would recurrently flood at high tide by 2100. These road segments should be the focus of infrastructure investments to improve the resiliency of the transportation network within the cities.

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Acknowledgments

The authors thank the City of Virginia Beach Public Works for their data and assistance. Funding for this work was through the Mid-Atlantic Transportation Sustainability University Transportation Center (MATS UTC).

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 4December 2017

History

Received: May 24, 2016
Accepted: May 24, 2017
Published online: Sep 13, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 13, 2018

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Jeffrey M. Sadler [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904. E-mail: [email protected]
Nicole Haselden, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Kimberly Mellon, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Allison Hackel, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Veronica Son, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Jordan Mayfield, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Abigail Blase, S.M.ASCE
Undergraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904.
Jonathan L. Goodall, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Virginia, 351 McCormick Rd., P.O. Box 400742, Charlottesville, VA 22904 (corresponding author). E-mail: [email protected]

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