WAVE STRESSES ON RUBBLE MOUND ARMOUR

Andrew Cornett; Etienne Mansard

doi:10.9753/icce.v24.%p

Núm. 24 (1994), Conference Proceedings

Núm. 24 (1994)

WAVE STRESSES ON RUBBLE MOUND ARMOUR

Conference Proceedings

Publicado 1994-01-29

Andrew Cornett⁺⁻
Etienne Mansard⁺⁻

Andrew Cornett

National Research Council of Canada, Institute for Marine Dynamics

Etienne Mansard

National Research Council of Canada, Institute for Marine Dynamics

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Palabras clave

wave stresses
rubble mound
armor

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WAVE STRESSES ON RUBBLE MOUND ARMOUR. (1994). Coastal Engineering Proceedings, 1(24). https://doi.org/10.9753/icce.v24.%p

Resumen

In this study, physical experiments are used to investigate the relationship between fluid velocities on the surface of two rubble-mounds and the shear stresses T and normal stresses a acting on the surface layer of rock armour. Results presented herein indicate that the peak magnitude of slopeparallel hydrodynamic forces on rubble-mound armour located below the still waterline can be reasonably well estimated using wave friction factors originally developed for rough turbulent oscillatory flow over impermeable horizontal beds. Stresses on rubble-mound armour are also compared to the prevailing surf similarity (Iribarren) parameter. The largest stresses are found to result from waves that form collapsing breakers.

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE STRESSES ON RUBBLE MOUND ARMOUR

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