Research Article
May 1975
Effects of Entrance Loss on Harbor Oscillations
Authors: Umit Unliiata and Chiang C. Mei, M.ASCEAuthor Affiliations
Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101, Issue 2
Abstract
By assuming a head loss across the harbor entrance the wave-induced response in a rectangular model harbor is studied theoretically. The loss is assumed to be quadratic in local velocity with a constant friction coefficient. Bottom and side-wall dissipation are not considered. It is shown that odd higher harmonics are present. The resonance characteristics of the fundamental harmonic response in the harbor are significantly influenced by the additional damping due to friction, especially for the lowest peaks. While in the perfect fluid theory these peaks heighten with diminishing entrance width, in the presence of friction the opposite is true for sufficiently narrow mouth.
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Information
Published In
Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101 • Issue 2 • May 1975
Pages: 161 - 180
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: May 1975
Published online: Feb 12, 2021
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Authors
Affiliations
Umit Unliiata
Asst. Prof. of Coastal Engrg., Univ. of Florida, Gainesville, Fla.; formerly, Research Asst., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
Chiang C. Mei, M.ASCE
Prof. 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.