Chapter
Apr 26, 2012
Damage Development on Stone-Armored Rubble Mounds
Authors: J. A. Melby and N. KobayashiAuthor Affiliations
Publication: Coastal Engineering 2000
Abstract
In a series of papers, the authors have described a new method for analyzing and predicting damage progression on rubble mound structures. Empirical equations with coefficients determined with data from a series of small-scale physical model stability tests using depth limited waves, with each test consisting of a sequence of storms, are described. These equations provide a method for predicting eroded area and its alongshore variability, and the eroded profile extent, depth, and alongshore variability for breakwater and revetment trunks. The equations apply to both sequences of storms and constant wave conditions. These papers are summarized herein for use in design.
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© 2001 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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J. A. Melby
M.ASCE
Res. Engineer, USAE Waterways Experiment Station, CHL, 3909 Halls Ferry Rd., Vicksburg, MS, 39180
N. Kobayashi
M.ASCE
Professor and Assoc. Dir., Center for Applied Coastal Research, University of Delaware, Newark, Delaware, 19716
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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.