Browse > Article
http://dx.doi.org/10.5394/KINPR.2014.38.4.421

Reflection Characteristics of Eco Block on Seabed  

Kim, Jeong-Seok (Department of Convergence Study on Ocean Science and Technology, Korea Maritime and Ocean University)
Lee, Joong-Woo (Department of Civil Engineering and SOST, Korea Maritime And Ocean University)
Kang, Seok-Jin (Gumseok Construction Co., Ltd.)
Lee, Yong-Hun (PyoengTaek ContainerTerminal Co., Ltd.)
Abstract
In order to protect coastal facilities mainly from wave and current actions, the self-locking eco blocks constituting elements of protecting shore structures against scouring were designed. These blocks are adapted to the sloping bottom, coastal dunes, and submerged coastal pipelines, counteracting the destructive and erosive impulse action. A series of laboratory experiments has been conducted to investigate the reflection of water waves over and against a train of protruded or submerged shore structures and compare the reflecting capabilities of incident waves including wave forces. In this study the hydraulic model experiment was conducted to identify the performance of newly designed water affinity eco blocks to keep the coast slope and bottom mound from scouring by reduction of the wave reflection and to convince stability of the block placement. Revised design of each block element was also tested for field conditions. From the result of experiments, the field applicability of the developed blocks and placement was discussed afterward.
Keywords
scouring; eco block; hydraulic model test; wave reflection; bottom mound;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Goda Y. and Suzuki, Y.(1976), "Estimation of Incident and Reflected Waves in Random Wave Experiments, "Proceedings of the 15th Coastal Engineering Conference, Honolulu, HI, Vol.I, pp. 828-845.
2 Goda, Y.(1985), Random Seas and Design of Maritime Structures, Univ. of Tokyo.
3 Irie, I. Ono, N. Hashimoto, S. Nakamura, S. and Murakami, K.(1994), "Control of Cross-shore Sediment Transport by a Distorted Ripple Mat, " Coastal Engineering, pp. 2070-2084.
4 KORDI(2005), Hydraulic Experiment Report for Environmentally Sound Coastal Revetment Blocks.
5 Lee, J. W. Park, H. I. Hwang, H. D. and Lee, H.(2005), "Hydraulic Model Experiment for Construction of Temporary Seawall for Dredged Material Dumping Site of Daecheon Port and North Breakwater," RIIT, KMU
6 Lee, J. W. Nam, K. D. Park, S. K. Kim, S. M. and Kang, S. J.(2009), "Design and Construction of the Cylindrical Slit Type Shore Structures," J. Navigation and Port Research International Edition, Vol.33, No.9, pp. 645-651.   과학기술학회마을   DOI   ScienceOn
7 Ono, N. Irie, I. Yokota, M. and Yamaguchi, H.(2002), "Mechanism of Stabilization of Beach Profile under Storm Waves," 2002 ISOPE Conference, pp.567-571.
8 Pilarczyk, K. W.(2005), "Coastal Stabilization and Alternative Solutions in International Perspective," Arabian Coast 2005 Keynote Address, Verhagen. pp. 1-26.
9 Takewaka, S. Irie, I. Uchida, M. Sakamoto, H. and Ono, N.(1998), "Optimum Size of Distorted Ripple Train for the Control of Cross-shore Sediment Transport, " Coastal Engineering, pp. 2489-2494.