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Effects of Wave Action on Seawater Intrusion in Coastal Aquifer and Mitigation Strategies

파랑작용이 해안대수층의 해수침투에 미치는 영향 및 저감방안

  • Lee, Woo-Dong (Institute of Marine Industry, Gyeongsang National University) ;
  • Jeong, Yeong-Han (Department of Oceanographic Survey, Geosystem Research Corporation) ;
  • Hur, Dong-Soo (Department of Ocean Civil Engineering, Gyeongsang National University)
  • 이우동 (국립경상대학교 해양산업연구소) ;
  • 정영한 ((주)지오시스템리서치 해양조사부) ;
  • 허동수 (국립경상대학교 해양토목공학과)
  • Received : 2016.12.27
  • Accepted : 2017.02.16
  • Published : 2017.02.28

Abstract

This study conducted numerical simulations using LES-WASS-3D ver. 2.0 to analyze the seawater intrusion characteristics of the incident waves in a coastal aquifer. LES-WASS-3D directly analyzed the nonlinear interaction between the seawater and freshwater in a coastal aquifer, as well as the wave-current interaction in the coastal area. First, the LES-WASS-3D results were compared with the existing experimental results for the mean water level under wave action in the coastal aquifer and seawater penetration into the coastal aquifer. The mean water level, shape and position of the seawater-freshwater interface, and intrusion distance were well implemented in the results. This confirmed the validity and effectiveness of LES-WASS-3D. The overall seawater penetration distance increases in the coastal aquifer as a result of wave set-up and run-up in the swash zone caused by continuous wave actions, and it increases with the wave height and period. Furthermore, a numerical verification was performed by comparing the suggested existing structure and newly suggested curtain wall as a measure against seawater penetration. An existing underground dam showed a better effect with increased height. Additionally, the suggested curtain wall had a better effect when the embedded depth was increased.

Keywords

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