Acknowledgement
Supported by : 한국연구재단
Journal of Radiation Industry (방사선산업학회지)
- Volume 7 Issue 2_3
- /
- Pages.201-207
- /
- 2013
- /
- 1976-2402(pISSN)
Construction and Application of the Hydraulic Scale Model for the Analysis of Sediment Transport by Tsumani
지진해일에 의한 토사이동 해석을 위한 수리모형장치 제작 및 적용성 평가
- Youm, Min Kyo (Korea Atomic Energy Research Institute) ;
- Lee, Baek Gun (Civil and Environmental Engineering, Sungkyungkwan University) ;
-
Min, Byung Il
(Korea Atomic Energy Research Institute)
;
-
Lee, Jung Lyul
(Civil and Environmental Engineering, Sungkyungkwan University)
;
-
Suh, Kyung-Suk
(Korea Atomic Energy Research Institute)
- 염민교 (한국원자력연구원 원자력환경안전연구부) ;
- 이백근 (성균관대학교 사회환경시스템공학과) ;
-
민병일
(한국원자력연구원 원자력환경안전연구부)
;
-
이정렬
(성균관대학교 사회환경시스템공학과)
;
-
서경석
(한국원자력연구원 원자력환경안전연구부)
- Received : 2013.07.15
- Accepted : 2013.11.26
- Published : 2013.11.30
Abstract
Soil liquefaction by tsunami or wave induced currents can cause serious damages to coastlines and coastal infrastructures. Although liquefaction caused by regular waves over sea beds has been extensively investigated, studies of tsunami-induced liquefaction near coastal area have been relatively rare. In this work, the hydraulic scale model has been designed and constructed to investigate the variations of wave height and sediment transport by tsunami. The distorted hydraulic scale model based on the Froude similarity was adopted to represent hydrodynamics and sediment transport in a coastal area. The scale model was composed of control box, screw axis, wave paddle and rotating coastal structure.