• 제목/요약/키워드: countermeasure against coastal erosion

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3차원 저마루구조물(LCS) 주변에서 불규칙파동장의 변동특성 (Variation Characteristics of Irregular Wave Fields around 3-Dimensional Low-Crested-Breakwater)

  • 이광호;이준형;정욱진;김도삼
    • 한국해안·해양공학회논문집
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    • 제32권2호
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    • pp.122-134
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    • 2020
  • 최근 동해안을 비롯한 많은 해안에서 심각한 해안침식과 인접한 해안도로 유실 등과 같은 연안재해가 발생되고 있는 것은 널리 알려진 사실이다. 이에 대한 대안으로 유럽을 비롯한 해외에서는 저마루구조물(LCS, Low-Crested Structure)에 의한 연안재해 저감법이 활발하게 연구되고 있다. 본 연구에서는 선행연구를 바탕으로 투과성의 LCS 및 그의 주변 파동장에 olaFlow 모델을 적용하여 불규칙파동장 하의 3차원 수치해석을 수행한다. 이로부터 Hrms, 해빈류 및 평균난류운동에너지를 수치적으로 검토하며, 해빈류의 패턴과 평균난류운동에너지의 공간분포에 관해서는 불규칙파동장 하 잠제의 경우와 비교하였다. 이로부터 해빈류의 양상이 잠제의 경우와는 상반되게 나타나는 등의 중요한 결과를 얻을 수 있었다.

Analysis of Hydraulic Characteristics According to the Cross-Section Changes in Submerged Rigid Vegetation

  • Lee, Jeongheum;Jeong, Yeon-Myeong;Kim, Jun-Seok;Hur, Dong-Soo
    • 한국해양공학회지
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    • 제36권5호
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    • pp.326-339
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    • 2022
  • Recently, not only Korea but also the world has been suffering from problems related to coastal erosion. The hard defense method has been primarily used as a countermeasure against erosion. However, this method is expensive and has environmental implications. Hence, interest in other alternative methods, such as the eco-friendly vegetation method, is increasing. In this study, we aim to analyze the hydraulic characteristic of submerged rigid vegetation according to the cross-sectional change through a hydraulic experiment and numerical simulation. From the hydraulic experiment, the reflection coefficient, transmission coefficient, and energy dissipation coefficient were analyzed according to the density, width, and multi-row arrangement of the vegetation zone. From numerical simulations, the flow field, vorticity distribution, turbulence distribution, and wave distribution around the vegetation zone were analyzed according to the crest depth, width, density, and multi-row arrangement distance of the vegetation zone. The hydraulic experiment results suggest that the transmission coefficient decreased as the density and width of the vegetation zone increased, and the multi-row arrangement condition did not affect the hydraulic characteristics significantly. Moreover, the numerical simulations showed that as the crest depth decreased, the width and density of vegetation increased along with vorticity and turbulence intensity, resulting in increased wave height attenuation performance. Additionally, there was no significant difference in vorticity, turbulence intensity, and wave height attenuation performance based on the multi-row arrangement distance. Overall, in the case of submerged rigid vegetation, the wave energy attenuation performance increased as the density and width of the vegetation zone increased and crest depth decreased. However, the multi-row arrangement condition did not affect the wave energy attenuation performance significantly.