Journal of Ocean Engineering and Technology (한국해양공학회지)

Korean Society of Ocean Engineers (한국해양공학회)
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Movable-Bed Modeling Law for Beach Response Experiments Using Equilibrium Beach Profile Formula

평형해빈단면식을 이용한 해빈반응실험에 대한 이동상 모형법

  • Kim, Jin Hoon (Department of Earth and Environmental Engineering, Kangwon National University) ;
  • Kim, In Ho (Department of Earth and Environmental Engineering, Kangwon National University) ;
  • Lee, Jung Lyul (School of Water Resources Engineering, Sungkyunkwan University)
  • 김진훈 (강원대학교 지구환경시스템공학과) ;
  • 김인호 (강원대학교 지구환경시스템공학과) ;
  • 이정렬 (성균관대학교 수자원대학원)
  • Received : 2018.08.07
  • Accepted : 2018.10.18
  • Published : 2018.10.31
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Abstract

The construction of large scale harbor structures at Maengbang beach, which is located on the eastern coast of Korea, is of great concern because it may cause disastrous beach erosion in the vicinity. Therefore, a hydraulic model experiment was conducted to examine the morphological changes after such construction. The water depth was scaled using the method of Van Rijn (2010), which is a well-known scale law, but the results appeared to be overestimated. The present study developed a new scale law that applies an equilibrium beach profile formula to scale the model evolution to the prototype scale. When compared with survey data observed at Maengbang beach, the proposed method showed better agreement than the method of Van Rijn (2010).

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References

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