Author:
Lee Wan Hoon,Lee Yeosub,Jang Changhwan
Abstract
In this study, a new articulated concrete armor unit named Couple-Lock, which can be enlarged in size to cope with high waves, is easy to secure binding force between units, and can be applied to various field conditions, was developed. The Couple-Lock consists of two symmetrical blocks. One symmetrical block has four legs installed in all directions on one end of the body. Since two left-right symmetrical blocks are connected with a wire rope and behave, a pair of blocks can be treated as a single block and enabling large size to cope with high waves. Also, the Couple-Lock responds flexibly to topographical changes. In order to examine the hydraulic performance and stability of the developed armor unit, a hydraulic model experiment was conducted. As a result, the average reflection coefficients of ordinary wave and storm wave conditions were calculated as 0.433 and 0.533, respectively. The average transmission coefficients under ordinary wave and storm wave conditions were calculated as 0.046 and 0.147, respectively. Among the 62 storm wave conditions, wave overtopping occurred in 50 storm waves. The stability factor of the Couple-Lock was calculated to be about 18, which is twice of the stability factor of the tetrapod.
Reference14 articles.
1. “Statistical Yearbook of Oceans and Fisheries 2021,” Ministry of Oceans and Fisheries in Korea, 2021.
2. J. S. Park, K. Kang, H.-S. Kang, and Y.-H. Kim, “Projection of the future wave climate changes over the Western North Pacific,” Journal of Korean Society of Coastal and Ocean Engineers, Vol. 25, No. 5, pp. 267–275, Oct. 2013, https://doi.org/10.9765/kscoe.2013.25.5.267
3. Y. H. Park and D. Youn, “Development of a new armor unit against high waves,” Journal of the Korea Academia-Industrial Cooperation Society, Vol. 17, No. 6, pp. 737–743, Jun. 2016, https://doi.org/10.5762/kais.2016.17.6.737
4. K. H. Hong and I. S. Jeon, “Experimental study for the hydraulic performance of octopus – A new type of armor block,” Journal of the Korean Society of Civil Engineers, Vol. 19, No. II-3, pp. 359–374, 1999.
5. T. N. Huh and C. H. Choi, “Impact analyses for the safety checks of used wave dissipation concrete block considering construction phases,” Journal of the Korea Academia-Industrial Cooperation Society, Vol. 19, No. 10, pp. 640–647, 2018, https://doi.org/10.5762/kais.2018.19.10.640