Chapter
Apr 26, 2012
Behavior of Shore Protection Structures in Alexandria, Egypt, during the Storm of December 2010
Publication: Coastal Engineering Practice (2011)
Abstract
Recently, December 2010, a severe storm hit Alexandria city, Egypt, and directly attacked its shoreline. Wind gusting to 65 kilometer per hour lasted for about two days creating a deep water wave of a height of 7.5 meter for the first time in the last 100 years. This paper documents the different types of shore protection structures and methods (sand nourishment, revetment, groins, sea walls, emerged and submerged breakwaters) used to protect Alexandria coastline at the area of study and their behavior during this storm. This study concluded that the submerged breakwater used to protect Miami to Montaza beach, east of Alexandria, showed good efficiency concerning wave transmission and shore protection at storm times. It is recommended to apply the submerged offshore rubble mound breakwater and / or submerged offshore artificial reefs, to induce wave breaking and energy dissipation and to limit the wave heights to protect Alexandria coastline.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Professor of Ports and Marine Structures, Faculty of Engineering, Alexandria University, Alexandria, Egypt.E-mail: [email protected]
Associate Professor of Ports and Coastal Engineering, Dean of Port Training Institute, Arab Academy for Science and Technology and Maritime Transport, P.O. Box 123, Alexandria, Egypt.E-mail: [email protected]
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