Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015
Experimental Study of Horizontal Wave Forces on a Double Chamber Perforated Caisson
Authors: Sang-Ho Oh [email protected], Chang-Hwan Ji [email protected], Young Min Oh [email protected], and Dal Soo Lee [email protected]Author Affiliations
Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
ABSTRACT
This paper presents results of the physical experiments that were performed to investigate horizontal wave loading acting on the perforated caisson breakwater having two wave chambers. The main focus of this research was placed on evaluation of the maximum horizontal force on the porous middle wall between the two wave chambers, which was found to be on average less than half of the estimate by Goda's formula for the solid wall. This implies that the peak wave loading on the middle wall is comparatively smaller than those on the front or rear walls of the double-chamber perforated caisson.
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ACKNOWLEDGEMENT
This research is a part of the project titled “Study on Method of Improving Port Design Standard Considering Climate Change (PM59110)” funded by the Ministry of Oceans and Fisheries, Korea.
REFERENCES
Bergmann, H. and Oumeraci, H. (2000). “Wave loads on perforated caisson breakwaters.” 27th International Conference on Coastal Engineering, ASCE, 1622-1635.
Chen, X., Li, Y. and Sun, D. (2002). “Regular waves acting on double-layered perforated caissons.” 12th International Offshore and Polar Engineering Conference, 736-743.
Franco, L., de Gerloni, M., Passoni, G. and Zacconi, D. (1998). “Wave forces on solid and perforated caisson breakwaters: comparison of field and laboratory measurements.” 26th International Conference on Coastal Engineering, ASCE, 1945-1958.
Takahashi, S. and Shimosako, K. (1994). “Wave pressure on a perforated wall caisson.” International Conference on Hydro-technical Engineering for Port and Harbor Construction (HYDRO-PORT '94), 747-764.
Jarlan, G. E. (1961) “A perforated vertical wall breakwater.” The Dock and Harbor Authority, 41(488), 394-398.
Information & Authors
Information
Published In
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 604 - 609
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Jul 11, 2017
Published in print: Jul 11, 2017
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Authors
Affiliations
Coastal Development Research Center, Coastal Engineering Division, Korea Institute of Ocean Science and Technology, Ansan 15627, Republic of Korea. E-mail: [email protected]
Coastal Development Research Center, Coastal Engineering Division, Korea Institute of Ocean Science and Technology, Ansan 15627, Republic of Korea. E-mail: [email protected]
Coastal Development Research Center, Coastal Engineering Division, Korea Institute of Ocean Science and Technology, Ansan 15627, Republic of Korea. E-mail: [email protected]
Research Institute, Hyein Engineering and Construction, Seoul 07547, Republic of Korea. E-mail: [email protected]
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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.
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