Chapter
Dec 31, 2015
Longshore Current and Transport Across Non-Singular Equilibrium Beach Profiles
Publication: Coastal Engineering 1988
Abstract
The longshore current and longshore sediment transport distributions are described across an equilibrium beach profile comprised of an intersecting planar foreshore and a concave-up profile. Such a profile shape avoids the singularity associated with the infinite-slope at the shoreline described by traditional equilibrium profile forms and allows prediction of beach processes at and above the shoreline. The mathematical expressions which describe the distributions are simplified and can be more readily applied relative to expressions previously presented in the literature. The findings are in general agreement with similar previous analytic studies and indicate that the current and transport maxima are generally located at about the intersection of the planar and concave-up portions of the profile.
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Information
Published In
Coastal Engineering 1988
Pages: 1396 - 1410
Copyright
© 1989 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
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Kevin R. Bodge, A.M.ASCE
Senior Engineer, Olsen Associates, Inc., 4438 Herschel Street, Jacksonville, FL 32210.
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