Technical Papers
Jan 23, 2020

Probabilistic Risk Assessment of Barge Impacts on Hurricane Floodwalls

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 2

Abstract

Hurricanes produce high winds and heavy precipitation, causing widespread damage to infrastructure in coastal areas. Throughout low-lying coastal cities such as New Orleans, Louisiana, a network of constructed waterway systems is maintained to mitigate flooding effects during hurricane events. However, for any waterway vessels (e.g., barges) located within the waterway network, hurricane winds and storm surges can propel the vessels into nearby protection structures. In the event that such impacts lead to failure (localized breaches or overturning), catastrophic flooding can occur to the surrounding area. Presented in this paper is a framework for assessing the risk associated with barge impacts on floodwall protection structures. Components of the framework bring together findings from forensic, experimental, and numerical modeling investigations, which collectively allow for both probability of failure and consequence of failure assessments. Use of the framework is demonstrated for critical floodwall infrastructure located throughout New Orleans, leading to recommendations for improved design of hurricane and storm damage risk reduction systems.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Pending review by the authors and by appropriate USACE personnel, selected data items used during this study are available by request to the corresponding author. Examples of items that may be requested include plot data for interquartile plots of risk indices, impact force versus horizontal deflection at floodwall limit states, maximum barge impact force versus velocity and angle, and barge impact force versus return period.

Acknowledgments

The authors thank Task Force Hope, Mississippi River Valley Division, New Orleans, Louisiana; and Hurricane Protection Office, USACE New Orleans Distinct for providing financial support for this study. Technical support was provided by Kent Hokens, USACE St. Paul District; C. Johnny Walker, USACE New Orleans District; Dr. Michael McCormick, US Naval Academy; Dr. Bill Marr, US Naval Academy; Dr. Patrick Hudson, Moment Engineering; and University of Florida Graduate Research Assistants Daniel Getter and Zachary Harper. Technical guidance and review was provided by Anjana Chudgar, USACE Headquarters; and Donald Dressler, USACE Headquarters.

References

Bae, R. G. 2008. “Failure of the New Orleans 17th Street Canal levee and floodwall during Hurricane Katrina.” In Proc., Geotechnical Engineering Congress. Reston, VA: ASCE.
Consolazio, G. R., M. T. Davidson, and D. J. Getter. 2010. Development and support of dynamic numerical modeling of aberrant rake barges impacting hurricane protection structures subjected to forces from a hurricane environment. Gainesville, FL: Univ. of Florida.
Getter, D. J., M. T. Davidson, G. R. Consolazio, and R. C. Patev. 2015. “Determination of hurricane-induced barge impact loads on floodwalls using dynamic finite element analysis.” Eng. Struct. 104 (Dec): 95–106. https://doi.org/10.1016/j.engstruct.2015.09.021.
McDaniel, D. P., M. Flanagin, and M. R. Aurand. 2007. “Rebuilding the levees with GIS.” In Proc., 2007 ESRI Int. User Conf. Redlands, CA: ESRI.
NOAA (National Oceanic and Atmospheric Administration). 1987. The National Hurricane Center risk analysis program (HURISK). Coral Gables, FL: National Hurricane Center.
Patev, R. C. 2000. Probabilistic barge impact analysis of the upper guide and guard walls at marmet locks and dam. Vicksburg, MA: USACE.
Patev, R. C., G. R. Consolazio, P. Hudson, M. McCormick, B. Marr, C. J. Walker, and K. Hokens. 2010. Aberrant barge impact loads on hurricane and storm damage risk reduction system (HSDRRS) floodwalls. Brooklyn, NY: USACE.
Sills, G. L., N. D. Vroman, R. E. Wahl, and N. T. Schwanz. 2008. “Overview of New Orleans levee failures: Lessons learned and their impact on national levee design and assessment.” J. Geotech. Geoenviron. Eng. 134 (5): 556–565. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:5(556).
USACE. 2007. Hurricane and storm damage reduction system design guidelines. Washington, DC: USACE.
USACE. 2010. Aberrant barge impact loads on hurricane and storm damage risk reduction system (HSDRRS) floodwalls. Washington, DC: USACE.
USACE. 2011. Design of i-walls. Washington, DC: USACE.
USACE. 2012. Greater New Orleans hurricane and storm damage risk reduction system facts and figures. Washington, DC: USACE.
USACE. 2015. National levee database: Public user manual. Washington, DC: USACE.
USACE. 2019. “List of navigable waters of the US within the New Orleans District.” Accessed February 22, 2019. https://www.mvn.usace.army.mil/Portals/56/docs/regulatory/NOD_Navigable_Water_List.pdf.
Walters, R. A., M. T. Davidson, G. R. Consolazio, and R. C. Patev. 2017. “Characterization of multi-barge flotilla impact forces on wall structures.” Mar. Struct. 51 (Jan): 21–39. https://doi.org/10.1016/j.marstruc.2016.09.005.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 2April 2020

History

Received: Jul 15, 2019
Accepted: Sep 6, 2019
Published online: Jan 23, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 23, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Michael Davidson, Ph.D. [email protected]
P.E.
Associate Director, Engineering School of Sustainable Infrastructure & Environment, Bridge Software Institute, Univ. of Florida, P.O. 116580, Gainesville, FL 32611 (corresponding author). Email: [email protected]
Robert C. Patev, M.ASCE [email protected]
National Risk Advisor, Risk Management Center, Institute for Water Resources, US Army Corps of Engineers, 696 Virginia Rd., Concord, MA 01742. Email: [email protected]
Professor, Engineering School of Sustainable Infrastructure & Environment, Univ. of Florida, Gainesville, FL 32611; Director, Bridge Software Institute, Univ. of Florida, P.O. 116580, Gainesville, FL 32611. ORCID: https://orcid.org/0000-0001-8138-1703. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share