• Title/Summary/Keyword: 해안 침식

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Shoreline Changes Caused by the Construction of Coastal Erosion Control Structure at the Youngrang Coast in Sockcho, East Korea (속초 영랑해안 해빈침식대책 인공구조물 건설에 기인하는 해안선 변화)

  • Kang, Yoon-Koo;Park, Hyo-Bong;Yoon, Han-Sam
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.13 no.4
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    • pp.296-304
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    • 2010
  • The shoreline change caused by the construction of shore protection structures are discussed based on the example of Youngrang coast, Sokcho where the coastal erosion control system(CECS), three artificial headlands and two submerged breakwaters are being constructed. The study qualitatively analyzed the shoreline changes of Youngrang coast using available satellite/aerial photographs and camera photographs taken during the construction period of 6 years since 2002 for the artificial headlands construction. The main results from the study are as following. (1) Before the installation of the middle artificial headland, longshore drifts along Youngrang coast are transported in the NW-SE direction according to the seasonally different wave characteristics. (2) During the CECS construction the shoreline is continuously changed by altering the local longshore drift budget. Especially, the middle artificial headland induces considerable change of shoreline by blocking the sediment supply from the southern pocket beach to the northern pocket beach and by accelerating the sediment accretion at the wave shadow zone behind its head. It induces the asymmetry on the net longshore drift causing the significant erosion at the center of the southern pocket beach. (3) The study demonstrates that serious unintended erosion/accretion problem are possibly occurred due to local changes on the wave transformation and the sediment transport by the construction of coastal erosion control system.

An Investigation-Study on the Erosion at Hak-Dong Gravel Beach (학동 해빈의 침식에 관한 조사.연구)

  • 함계운;김진홍;장대정
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.14 no.1
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    • pp.65-75
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    • 2002
  • The changes of sea bottom configuration, which may cause the coastal disasters, have been considered as social problems. It is obvious that the beach deformation is attributable to the sediment transport associated with erosion and siltation in coastal areas such esturies, channel and harbors. The prediction method and countermeasures far them, however, are not on the level of satisfaction, which indicates that make efforts should be made on developing them. Groin was constructed at Hak-Dong gravel beach to embark ship at 1996, as a result region of right of groin, severe erosion of beach is proceeding till now 1999. In this study, based on the field measurements, involved the one-line theory model which was selected for the prediction of shoreline change to prepare coastal protection methods of Hak-Deng gravel beach. Author found that the storaged sediment estimation model by Sonu and Beek(1971) is useful model at the Hak-Dong gravel beach by the use of topographical survey data from September, 1998 to September, 1999.

Monitoring of Coastal Erosion and Accretion Changes using Sea Walls Surveying (호안측량에 의한 해안침식 및 퇴적 변화량 모니터링)

  • Lee, Hyung-Seok;Um, Dae-Yong;Jang, Eun-Suk
    • Journal of the Korean Association of Geographic Information Studies
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    • v.8 no.2
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    • pp.186-195
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    • 2005
  • Topography of beach line is keeping stability for several years, their soil values have been maintained in balances. Install of coastal structures have caused deformation for beaches and acted as a function to structures. Therefore, quantitative prediction of beaches topography according to structure install is required to prevent the beaches deformation and progress proper coastal preservation work. In this study, we analyzed coastal changes caused by erosion and accretion according to development and drew up a cross-section to share 8 stations using coordinates and depth surveying in groin of Soheuksan island port. Elevation distribution and changes by observation period is calculated -0.30m~+0.20m after comparing results of five months in October 7, 2004 surveying results and fell into insignificance. We thinks periodic observation of coastal erosion and accretion take place for the season and long-term coastal changes in beaches width is analyzed.

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An Analysis of Long-Term Coastal Topographic Changes in the Haeundae Beach Using Aerial Photos (항공사진을 이용한 지난 60여년간의 해운대 해수욕장 면적변화분석)

  • Yang Ji-Yeon;Choi Chul-Uong;Yun Dong-Jin;Seo Yong-Cheol
    • Proceedings of the KSRS Conference
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    • 2006.03a
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    • pp.344-347
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    • 2006
  • 급변하는 자연환경과 연안개발에 따른 해안침식이 가속화 되고 있어 사회, 경제적으로 해안침식문제가 부각되고 있다. 본 연구에서는 이러한 해안침식이 진행되고 있는 국내 최고의 해수욕장인 해운대 해수욕장의 장기해안지형변화에 대해 분석하였다. 항공사진은 실측과는 달리 경제적이며 측량 위험 부담이 적고 비교적 위성영상에 비해 고해상도라는 장점이 있으므로 이를 활용하였다. 지난 60여 년간의 항공사진을 이용하여 해안선을 추출하고 해빈면적을 산출하였다. 그리고 수심측량 및 GPS 측량 자료를 이용하여 보정거리와 보정면적을 계산함으로써 조위를 보정해주었다. 연구 결과, 해운대 해수욕장의 해안선이 점진적으로 후퇴하고 있으며 해수욕장 면적이 전체적으로 감소하고 있는 것으로 나타났다.

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A Numerical Simulation on the Coastal Cliff Change with Non-Erodible Bottom

  • Kim, Nam-Hyeong;Kang, Hyun-Woo
    • Journal of Ocean Engineering and Technology
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    • v.17 no.1
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    • pp.21-25
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    • 2003
  • 해안단애의 형성과 침식에 의한 해안선의 후퇴를 저지하기 위해 방조벽을 설치하여 해빈의 침식 변화과정에 관한 수치모의를 수행하였다. 평균수위의 상승을 동반하는 폭풍해일이 내습하는 경우 평균수위의 상승이 방조벽의 세굴을 가속화시킨다. 그러므로 본 연구는 사빈 해안에 방조벽을 설치하는 경우 해빈 침식의 거동을 예측하는데 이용할 수 있겠다.

Backshore Erosion due to High Swell Waves (너울성고파랑에 기인한 후빈 배후 침식)

  • Kim, Kyu Han;Shim, Kyu Tae
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.24 no.5
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    • pp.366-371
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    • 2012
  • High swell has been known for the one of the main causes of beach erosion in the east coast of Korea. In this study, coastal topography changes due to high swells are simulated to find its effect on the backshore by using movable bed experiments and numerical experiments. Sea bottom topographical changes due to various incident waves were investigated using CSHORE model in the numerical experiments. Furthermore, the mechanism and the phenomena of beach erosion due to waves and high swells on the foreshore and backshore were analyzed and compared with movable bed hydraulic experiments.

Analysis on Seasonal Variation of Settling Velocity of Fine-Cohesive Sediments in Kunsan Coast (군산해역 미세-점착성 퇴적물 침강속도의 계절적 변화 해석)

  • 황규남;천민철
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2002.08a
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    • pp.216-220
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    • 2002
  • 대부분의 하구역에 널리 분포되어 있는 미세-점착성 퇴적물은 과다 침식 혹은 과다 퇴적으로 인한 해안 침식 및 항로 매몰 등의 문제와 독성 물질과의 용이한 결합 및 수체 내 태양광 투과능 저하 등으로 인한 환경 오염 문제 등을 야기한다는 것은 잘 알려진 사실이다. (중략)

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A Preliminary Study on Shore Protection from Erosion around Seoguipo Coastal Waters (서귀포 연안해역의 침식대책 수립을 위한 기초연구)

  • Jeon Min-Su;Lee Joong-Woo;Lee Hak-Seung;Hwan Ho-Dong;An Do-Kyung
    • Journal of Navigation and Port Research
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    • v.29 no.6 s.102
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    • pp.537-545
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    • 2005
  • Traditionally Jeju island has a mild oceanic climate throughout the year and famous as worldwide resort area bemuse of its pure natural environment and dramatic coastal scenery. But unpredicted coastal erosion problem, mused by variation of environmental conditions from construction of coastal structure and renovation of the existing ports, has raised its head above the water, and is becoming serious these days just like other coastal area in Korea. The phenomena happen here along the seaside of southern part of the island show that severe changes in coastal line from erosion and even witnessed the coastal cliff failure. In advanced countries, coastal engineers and researchers have studied deeply about this kind of problem for a long time. However, as it is not sot active in Korea and lack of research data, there exists difficulties on building protection methods and thoughtless constructions might make it more complicated and fatal to the coastal environment. In this study, we investigated some case studies of other countries and intended to induce and propose some integral protection methods for coastline erosion, considering environmentally sound and water friendly way of development such as artificial reef, floating breakwater, and double cellblock breakwater. Finally, we made analysis on the proposed methods with numerical model test and evaluation on the feasibility of each method.

A Preliminary Study on Shore Protection from Erosion around Seoguipo Coastal Waters (서귀포 연안해역의 침식대책 수립을 위한 기초연구)

  • Jeon, Min-Su;Lee, Joong-Woo;Lee, Hak-Seung;Hwang, Hwang;An, Do-Kyung
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • v.29 no.1
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    • pp.11-19
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    • 2005
  • Traditionally Jeju island has a mild oceanic climate throughout the year and famous as worldwide resort area bacause of its pure natural environment and dramatic coastal scenery. But unpredicted coastal erosion problem, caused by variation of environmental conditions from construction of coastal structure and renovation of the existing ports, has raised its head above the water, and is becoming serious these days just like other coastal area in Korea. The phenomena happen here along the seaside of southern part of the island show that severe changes in coastal line from erosion and even witnessed the coastal cliff failure. In advanced countries, coastal engineers and researchers have studied deeply about this kind of problem for a long time. However, as it is not sot active in Korea and lack of research data, there exists difficulties on building protection methods and thoughtless constructions might make it more complicated and fatal to the coastal environment. In this study, we investigated some case studies of other countries and intended to induce and propose some integral protection methods for coastline erosion, considering environmentally sound and water friendly way of developement such as artificial reef, floating breakwater, and double cellblock breakwater. Finally, we made analysis on the proposed methods with numerical model test and evaluation on the feasibility of each method.

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