Research Article
Feb 1976
Energy Dissipation on a Rough Slope
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VIEW THE REPLYPublication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102, Issue 1
Abstract
Assuming long normally incident waves, described by linear theory, the energy dissipation on a rough slope is accounted for by introducing a term expressing the bottom shear stress. The theoretical development leads to a determination of the reflection coefficient as a function of the horizontal extent of the slope relative to the wave length in front of the slope and an equivalent slope friction factor. A method for the accurate determination of the reflection coefficient from experimental data is developed and used to establish an empirical relationship for the frictional characteristics of a rough slope. The resulting semi-empirical procedure for estimating the reflection coefficient of rough slopes is shown to yield fairly accurate results. The results show that bottom friction may account for the dissipation of 80% of the incident wave energy on a slope as large as 1:3 where the incident waves show no sign of breaking.
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Published In
Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102 • Issue 1 • February 1976
Pages: 31 - 48
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Feb 1976
Published online: Feb 12, 2021
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Ole Secher Madsen, M.ASCE
Assoc. Prof., Ralph M. Parsons Lab., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
Stanley M. White, AM.ASCE
Research Asst., Ralph M. Parsons Lab., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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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.
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.