Chapter
Apr 26, 2012
Wave Transmission and Force on Fabric Tube Breakwaters
Authors: Hiroaki Hosoi, Nobuhisa Kobayashi, and Jeffrey A. MelbyAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
A numerical model based on finite-amplitude, shallow-water wave theory is developed to predict irregular wave breaking and transmission as well as wave force on an innovative Shore-RIB structure that consists of one or two tubes held by an anchored fabric shroud. The numerical model slightly underpredicts the measured transmission coefficient which decreased linearly with the increase of the ratio between the crest elevation of the structure and the incident spectral significant wave height. The maximum fabric tension predicted using the computed wave force is in fair agreement with the measured tension. The difficulties in predicting the temporal variations of the fabric tension due to intermittent tube oscillations are discussed using the measured and predicted results.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Hiroaki Hosoi
Engr., CTI Engrg. Co., Ltd., 4-9-11, Honcho, Nihonbashi, Chuo-ku, Tokyo, 103-8430, Japan
Nobuhisa Kobayashi
Prof. and Dir., Ctr. for Appl. Coast. Res., Univ. of Delaware, Newark, DE 19716
Jeffrey A. Melby
Res. Hydr. Engr., US Army Eng. Res. And Dev. Ctr., 3909 Halls Ferry Road, Vicksburg, MS 39180-6199
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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.