• Title/Summary/Keyword: 해안 시설물

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Estimation of Tsunami Heights near Gadeokdo Airport Area (가덕도 신공항 부지에서의 지진해일 파고 예측)

  • 최문규;이대환;고광오;조용식
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.506-506
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    • 2023
  • 지진해일은 대규모 인명피해는 물론 가공할만한 파괴력으로 해안시설물, 즉 원자력발전소, 항만시설물, 연안공항 등을 파괴시킬 수 있다. 따라서 해안에 국가기간시설물을 건설할 때는 반드시 급습 가능한 지진해일을 설정하여 예기치 못한 지진해일의 급습에 대하여 안전한가 여부를 검토해야 한다. 본 연구에서는 부산광역시에 건설 예정인 가덕도 신공항에 대하여 지진해일 급습 가능성을 예측한다. 기존의 수치모형을 이용하여 공항부지에 영향을 끼칠 가능성이 높은 지진해일을 설정하여 수치해석을 수행하고 안전 여부를 검토한다. 본 연구에서 고려된 지진해일은 기 발생한 역사 지진해일과 발생 가능한 지진해일, 즉 가상 지진해일 등이며, 수치모형은 우리나라에서 많이 사용되고 있는 전파모형과 범람모형인 HYCEL-NAMI와 HYCEL-RUNUP을 결합하여 사용한다.

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on the Study of Nonlinear Scattering Phenomena around the Breakwaters (방파제 주위에서의 비선형 산란 현상에 대한 연구)

  • 조일형;김장환
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1993.07a
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    • pp.45-50
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    • 1993
  • 항만과 방파제와 같은 해양시설물은 해양의 자연환경에서 사용하는 구조물이므로 당연히 설치해역의 평상시의 자연환경 하중을 받으면서 기능유지가 가능하여야 하며, 또한 극한 자연환경 하중에도 견딜 것이 요구된다. 해양시설물 설계시에 고려해야할 자연환경조건으로는 바람, 파랑, 조류, 해류, 지진, 해저지반 등이다. (중략)

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Study of the Optimal Mesh Size for a Safety Net for Preventing Falls from Wave-dissipating Blocks (소파블록 낙상사고 방지를 위한 안전망 그물코 크기 산정에 관한 연구)

  • Yoon, Han-Sam;Kim, Min-Su;Jang, Sung-Chul;Lee, Hieung-Sin
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.25 no.7
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    • pp.834-840
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    • 2019
  • Recently, due to increased tourism and leisure activities, falls by fishers from coastal wave-dissipating blocks (breakwaters) in Korea have been rising. We investigated the optimal mesh size for use in safety nets designed to cover Tetrapod (TTP) breakwaters to prevent casualties from falls. This is a prerequisite for considering the scale and economics of safety net facilities. The optimal mesh size was determined based on the fisher gender and age, and the bodily features of Koreans. The optimal mesh size was found to be 18.6-27.0 cm, derived based on the femoral length and chest circumference.

Ice Gouge Study in the Alaskan Beaufort Sea (알라스카 뷰오포트 해안의 빙산에 의한 해저면 손상 연구)

  • Jerry L. Machemehl;Jo, Cheol-Hui
    • Journal of Ocean Engineering and Technology
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    • v.3 no.2
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    • pp.45-50
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    • 1989
  • 원유의 발견과 함께 북극의 개발이 활발해저왔고, 지역의 특수한 환경적인 요건으로 인해 시설물의 개발, 설치, 이동, 운용에 많은 어려움을 갖고 있다. 특히 빙산에 의한 극지 해안가의 해저면은 파이고, 손상되고, 변형된다. 북 알라스카의 해저면을 고르지 못하고, 불규칙하게 파이고, 손상된 형태를 보여주고, 특히 빙산의 활동이 활발한 지역과 시기에는 그 손상이 더욱 심하고, 자주 일어난다. 빙산에 의한 해저면의 홈은 빙산 해저 끝이 해저면에 접촉하여 해저 바닥을 파 나갈때 일어나는 현상이다. 빙산의 운동에너지는 해저면을 파 나가는 에너지로 변형되고, 그 힘이 평형하게 될 때까지 빙산의 운동은 계속된다. 빙산에 의한 해저면 손상은 극지 해안가의 해저시설물의 설계, 설치, 운용에 중대한 영향을 끼친다. 그러므로, 해저면 손상의 데이타 분석은 해안의 개발과 시설물의 설치에 큰 도움이 된다. 이 논문에서는 8년간에 걸친 약 십만개가 넘는 데이타를 토대로 알라스카 뷰오포트 해안가의 빙산에 의한 해저면 손상의 통계학적인 연구결과를 보여준다. 또한 각 변수의 최대치와 수심에 따른 변수의 최대 경계선을 추정하였고, 변수들의 상호관계를 연구하였다.

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A Numerical Model for Predicting Shoreline Changes (해안선 변화를 예측하기 위한 수치모델에 관한 연구)

  • 양인태;최한규;최창혁
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.7 no.1
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    • pp.19-26
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    • 1989
  • The quantification of phenomena presented by the shoreline changes and the prediction of future changes of shoreline are investigated by using a numerical model in this study. Shoreline has been sucessively affected by the activities of reclamation to maximize the land use and it also has been changed with cycles of accumulation and erosion of deposits. Many researches were performed on the jetties constructed to protect facilities adjacent to the shore. However, few studies on a seawall of protecting the beach, being very important in terms of land use, were carried out. Therefore, this study is to analyze effects of a straight seawall to shoreline changes.

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A Study on the Street Facilities for the Sustainability Improvement of the Coastal Street - Focused on the Street Facilities around Jeju Island Beach - (해안 가로의 지속가능성 향상을 위한 가로 시설물 연구 - 제주도 해수욕장 주변 가로시설물을 중심으로 -)

  • Kim, Ja Kyung
    • Korean Institute of Interior Design Journal
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    • v.26 no.4
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    • pp.42-56
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    • 2017
  • In Korea, which has three sides of the sea, various waterfront spaces are being developed and developed along with various coastal landscapes. However, there are a lot of cases that do not consider the regional characteristic of the coast or the characteristic of the coastal landscape. In many cases, the street facilities cause the landscape degradation and the use inconvenience because of incongruity with the scenery, aging and lax management. Therefore, it is necessary to reflect the specificity of the coastal landscape in planning and directing the street facilities, harmonizing with the surrounding natural environment, and consideration of sustainability. However, there is no research or planning index for sustainable street facilities considering the coastal characteristics. Therefore, this study suggests plan elements to improve the sustainability of the street facilities on the shore and proposes them as basic plan elements, and suggests what kind of improvements should be made to improve the sustainability of coastal facilities in Korea. Based on the plan elements derived from the plan, we checked the problems and complementary points of coastal street facilities in Korea by analyzing the current status of the street facilities around the Jeju Island beach from a sustainable point of view, and suggested plan indicators that should be supplemented to improve sustainability. We surveyed the street facilities such as walkway blocks, benches, pagoda, drinking fountain, trash cans, bicycle shelters, fences, guide maps, streetlights, and shower rooms in 10 beaches in Jeju Island. This study analyzed the sustainability characteristics of the each factor of these facilities by surveying the reflectivity of the 23 plan indicators from the six aspects derived from the sustainability planning factor as conformity, partial reflection, non - reflection, and nonconformity. The results of the analysis showed that the functional aspect was the highest with 68.3%, the material aspect (53%), the landscape aspect (22.3%), the productive aspect (14.7%) and the morphological aspect (12.2%), and maintenance / management (10.6%). In addition, the facilities with the lowest fitness in each aspect are bicycle shelter in landscape aspect, bicycle storage box and trash can in form aspect, shower room in material aspect, trash can in functional aspect, showroom, guide maps and drinking fountain in product aspect, showroom In maintenance aspect. In order to improve the sustainability of coastal facilities in the future, it is necessary to complement the administrative and landscape aspects. In coastal facilities, it is necessary to consider the sustainability planning index, especially for showers, taking into account the specificity of beaches. Consideration should be given to various aspects of sustainability for bike shelters and trash facilities. Through this study, we have proposed the plan elements to systematize, supplement, and improve the planning index for sustainability improvement in coastal facilities planning.

Characteristics of wave force acting on the seawater exchange breakwater (해수교환 방파제에 작용하는 파력특성)

  • 오영민;이달수
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2000.09a
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    • pp.55-59
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    • 2000
  • 방파제는 태풍과 같은 자연재해에 대해 항 내의 시설물을 보호하고 평상시에는 항 내에서 선박의 정박 및 화물의 하역을 원활히 할 수 있도록 개발된 구조물이다. 그러나, 방파제는 항 내의 해수순환을 방해하는 부작용도 있어서 자정능력 이상의 오염원이 유입되었을 때에는 항만의 수질악화가 가속화된다. (중략)

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Estimation of Reduction Rate of Airborne Chlorides base on Coastal Distance and Facilities in Incheon Port, South Korea (인천항의 대기 중 비래염분량의 시설물별 특성 및 해안거리에 따른 감소량 추정)

  • Jahe Jung;Jong-Suk Lee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.6
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    • pp.13-21
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    • 2023
  • In this study, the coastal airborne chlorides were investigated in the Incheon Port, South Korea. Monthly measurements of coastal airborne chlorides were taken for a total of 2 years from September 2021 to August 2023 at 15 locations in North, South, and New Port. We analyzed the distribution characteristics of airborne chloride based on port facilities and measurement environments, as well as the reduction characteristics of the airborne chloride with respect to coastal distance. As a result, the monthly distribution range of the airborne chloride in the North, South, and New Port varied similarly, ranging from 0.4 to 3.3 mdd. Due to the influence of seasonal winds considering the direction of the coastline, both the North Port and South Port had higher the airborne chloride in winter, while the New Port had higher content in summer. The airborne chlorides were higher at locations inside an inland sea compared to those outside an inland sea. This is because the wind coming from the sea passed through the inland sea. Even in the same region with identical coastal distances, there were variations in airborne chloride levels depending on the height above the ground. In tidal zone, the monthly airborne chlorides were significantly higher in the lower part than in the upper part. The rate of decrease equation of airborne chlorides for each port based on the distance from the coastline was derived, and the results showed that as the distance from the coastline increased, the rate of decrease in airborne chlorides was the highest for New Port and the lowest for South Port.