Brief Report
Aug 1979
Extreme Values of Breaker Direction and Longshore Current
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VIEW THE REPLYAuthors: Michael Stiassnie and Uri KroszynskiAuthor Affiliations
Publication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 105, Issue 3
Abstract
In the framework of linearized wave theory, using the classical wave breaking criterion and longshore current formula, the following two extreme conditions are analytically derived; 1) the maximum angle between the breakerline and the shoreline occurs when the angle between wave fronts in deep water and the shoreline is about 66°; and 2) maximum longshore current velocities are obtained when the previously mentioned (deep water) angle is about 58°.
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Published In
Journal of the Waterway, Port, Coastal and Ocean Division
Volume 105 • Issue 3 • August 1979
Pages: 331 - 334
Copyright
© 1979 American Society of Civil Engineers.
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Published in print: Aug 1979
Published online: Feb 12, 2021
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Michael Stiassnie
Research Engr., Coastal and Marine Engrg. Research Inst., Technion City, Haifa, Israel
Uri Kroszynski
Research Engr., Coastal and Marine Engrg. Research Inst., Technion City, Haifa, Israel
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