Technical Papers
Jan 13, 2022

Assessing the Potential for Compound Storm Surge and Extreme River Discharge Events at the Catchment Scale with Statistical Models: Sensitivity Analysis and Recommendations for Best Practice

Publication: Journal of Hydrologic Engineering
Volume 27, Issue 3

Abstract

Two-sided extreme conditional sampling regularly is coupled with copula theory to assess the dependence between flood-risk drivers such as extreme precipitation or river discharge and storm surge. The approach involves many subjective choices, including sampling techniques used to identify extreme events [block maxima or peaks-over-threshold (POT)], whether to account for the fit of marginal distributions, and time-lags considered between the two drivers. In this study, estimates of the potential for compound events at three sites along the Texas Gulf Coast, where the USACE is undertaking coastal storm risk management (CSRM) projects, were shown to be highly sensitive to the setup of the statistical model. A pragmatic approach accounting for marginal fit in a POT framework is proposed and was shown to provide stable estimates of the compounding potential for high discharge and storm surge events. We also explored the effect of using precipitation as a proxy for discharge in the absence of sufficiently long discharge records.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first and second authors acknowledge financial support from the USACE Climate Preparedness and Resilience Community of Practice and Programs. This material is based in part on work supported by the National Science Foundation under Grant AGS-192938.

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Journal of Hydrologic Engineering
Volume 27Issue 3March 2022

History

Received: Mar 9, 2021
Accepted: Oct 19, 2021
Published online: Jan 13, 2022
Published in print: Mar 1, 2022
Discussion open until: Jun 13, 2022

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Postdoctoral Researcher, Dept. of Civil, Environmental and Construction Engineering, and National Center for Integrated Coastal Research, Univ. of Central Florida, 12800 Pegasus Dr., Suite 211, Orlando, FL 32816-2450 (corresponding author). ORCID: https://orcid.org/0000-0003-4194-852X. Email: [email protected]
Thomas Wahl, Aff.M.ASCE
Assistant Professor, Dept. of Civil, Environmental and Construction Engineering, and National Center for Integrated Coastal Research, Univ. of Central Florida, 12800 Pegasus Dr., Suite 211, Orlando, FL 32816-2450.
Victor M. Santos
Postdoctoral Researcher, Dept. of Estuarine and Delta Systems, Royal Netherlands Institute for Sea Research, P.O. Box 140, 4400 AC, Yerseke, Netherlands.
Shubhra K. Misra
Hydraulic Engineer, Coastal Engineering Section, United States Army Corps of Engineers, Galveston District, 2000 Fort Point Rd., Galveston, TX 77550.
Kathleen D. White
Lead, Climate Preparedness and Resilience Community of Practice, United States Army Corps of Engineers, Headquarters, Engineering and Construction Directorate, 441 G St. NW, Washington, DC 20001.

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