TECHNICAL NOTES
May 1, 1990
Aeration in Rubble‐Mound Breakwater Models
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 116, Issue 3
Abstract
An experimental program in which entrainment and movement of air bubbles within the voids of rubble‐mound breakwater models were investigated is described. Aeration was evaluated as a function of type of armor unit (stones, spheres, and cubes), breakwater slope, relative geometry of the structure, and type of core material. Aeration resulting from both external wave breaking and flow separation was observed. The relative extent of aeration was a function of the type of breaking wave observed. Aeration was more severe in structures constructed with highly permeable cores. Variations in void geometry and orientation had a significant influence on the motion of air bubbles into the structure.
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References
1.
Hall, K. R. (1987). “A study of the stability of rubblemound breakwaters.” Technical Report 87‐1, Univ. of South Wales Water Res. Lab., Univ. of New South Wales, Syndey, Australia.
2.
Hannoura, A. A., and McCorquodale, J. A. (1978). “Air‐water flow in coarse granular material.” J. Hydr. Div., ASCE, 194(7), 1001–1010.
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Copyright © 1990 ASCE.
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Published online: May 1, 1990
Published in print: May 1990
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Kevin R. Hall, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, Canada K7L 3N6
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.