TECHNICAL NOTES
Feb 24, 2009

Variable-Height Bulkhead Design Concept for Storm Flood Protection

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 135, Issue 6

Abstract

Wave overtopping and subsequent flooding during coastal storms result in significant damages in many areas. However, balancing engineering design functionality with public and community desire to maintain beach and waterfront views are often a challenge. Here, a variable-height bulkhead design concept is introduced. This bulkhead is designed to rise and fall with floodwaters to achieve design overtopping protection while maintaining views during nonstorm conditions. In this technical note, the functional variable-height bulkhead design is presented and laboratory tested. The design requirement that the bulkhead rise and fall with water levels was validated through this testing. Experimental results indicate that the variable-height bulkhead provides overtopping protection comparable to that of a static vertical wall with the same freeboard, showing that the variable-height bulkhead concept is, in terms of overtopping, a viable alternative for coastal storm protection. Testing has been carried out mainly for low energy conditions occurring, for example, in coastal bays and harbors. Further testing is required to include higher-energy environments such as the open coast. Finally, testing the structural design of the system is of primary importance.

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Acknowledgments

The writers thank the entire Texas A&M University 2008 OCEN 410 class for their contributions to experimental setup and data collection. The writers thank Mr. John Reed, Mr. Dustin Young, and Mr. David Piazza for their contributions to experimental design and data collection. All work presented was funded by the U.S. Army Corps of Engineers, New York District and Texas A&M University. The use of trade names does not constitute an endorsement in the use of these products by the U.S. Government. The variable-height bulkhead design presented here is patent pending (U.S. Patent Application 12,006,757, “Hydrostatically Operated Variable Height Bulkhead,” filed January 2, 2008).

References

Aminti, P., and Franco, L. (1988). “Wave overtopping on rubble mound breakwaters.” Proc., 21st Int. Coastal Engineering Conf., Vol. 1, ASCE, Reston, Va., 770–781.
Bradbury, A. P., and Allsop, N. W. (1988.) “Hydraulic effects of breakwater crown walls.” Proc., Breakwaters ’88 Conf., Thomas Telford, London, 385–396.
Franco, C. and Franco, L. (1999). “Overtopping formulas for caisson breakwaters with nonbreaking 3D waves.” J. Waterway, Port, Coastal, Ocean Eng., 125(2), 98–108.
Goda, Y. (1985). Random seas and design of maritime structures, University of Tokyo Press, Tokyo.
Owen, M. W. (1980). “Design of seawalls allowing for wave overtopping.” Rep. No. EX 924, Hydraulics Research Station, Wallingford, U.K.
Pedersen, J., and Burcharth, H. F. (1992). “Wave forces on crown walls,” Proc., 23rd Int. Coastal Engineering Conference, Vol. 2, ASCE, Reston, Va., 1489–1502.
U.S. Department of Defense. (2008). Hot technologies view, U.S. Department of Defense, Washington, D.C. ⟨http://www.dodtechmatch.com/DOD/TechAd/View.aspx?id=10073⟩, (August 2008).
Van der Meer, J. W., and Janssen, J. P. F. M. (1995). “Wave run-up and wave overtopping at dikes.” Wave forces on inclined and vertical wall structures, N. Kobayashi and Z. Demirbilek, eds., ASCE, New York, 1–27.

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Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 135Issue 6November 2009
Pages: 296 - 300

History

Received: Aug 8, 2008
Accepted: Jan 22, 2009
Published online: Feb 24, 2009
Published in print: Nov 2009

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Authors

Affiliations

Chelsea J. Humbryd [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, MIT, Cambridge, MA 02139-4307. E-mail: [email protected]
Jennifer L. Irish, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, Zachry Dept. of Civil Engineering, Coastal and Ocean Engineering Division, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author). E-mail: [email protected]
Diane S. Rahoy [email protected]
Coastal Engineer, U.S. Army Corps of Engineers New York District, 26 Federal Plaza, New York, NY 10278. E-mail: [email protected]
Robert L. Alpern [email protected]
Hydraulic Engineer and Chief, U.S. Army Corps of Engineers New York District, Civil Resources Branch, 26 Federal Plaza, New York, NY 10278. E-mail: [email protected]
David N. Rackmales, M.ASCE [email protected]
P.E.
Structural Engineer, U.S. Army Corps of Engineers New York District, 26 Federal Plaza, New York, NY 10278. E-mail: [email protected]

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