• Title/Summary/Keyword: 해안 침식

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A Two-dimensional Numerical Simulation of Cohesive Sediment Transport in the Mokpo Coastal Zone (목포해역의 점착성 퇴적물 이동에 관한 2차원 수치모의)

  • Choi, Jong-Hwa;Jung, Tae-Sung
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.24 no.4
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    • pp.287-294
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    • 2012
  • Sedimentary environment in coastal zone has been changing due to a large number of coastal structures and continuous coastal development. As a result, the environment has been changing. In particular, the economic and environmental damage can occur due to cohesive sediment transport closely related with the fate of pollutants. Due to large sea wall construction the ebb dominance in the Mokpo coastal waters has been clearer. Cohesive sediment transport was simulated by the EFDC model. The simulated SS showed good agreements with the observed SS. From the sensitivity analysis of sediment parameters, we found out that the erosion rate, the critical shear stresses for erosion and deposition, and the settling velocity are important factors in cohesive sediment transport modeling.

The Change of Hagdong Shingle Beach and its Causes -By Monitoring the Change of Beach Profiles- (거제도 학동 자갈해빈의 변화와 그 원인에 관한 연구 -해빈 단면의 모니터링을 통해-)

  • Son, Ill;Park, Kyeong
    • Journal of the Korean association of regional geographers
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    • v.10 no.1
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    • pp.177-191
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    • 2004
  • Monitoring has been done for the shingle beach in Hagdong Beach in Geojesi, City during the seven month period. The shingle beach has been found to go through the cyclic change according to the tidal schedule. The typhoon Rusa in year 2002 affected whole beach face. Sea wall, constructed to protect the village along the beach, aggravates the situation, since it cut off the supply of shingle from the marine terrace, upon which village was built. Concrete walls along the streams also diminish the supply of shingles from the mountains. To protect the shingle beach and encourage the sustainable eco-tourism long-term monitoring on sediment budget is necessary.

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Accuracy Analysis of Coastal Area Modeling through UAV Photogrammetry (무인항공측량을 통한 해안 지형 모델링의 정확도 분석)

  • Choi, Kyoungah;Lee, Impyeong
    • Korean Journal of Remote Sensing
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    • v.32 no.6
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    • pp.657-672
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    • 2016
  • Coastal erosion happens frequently in many different types. To control coastal erosion zone effectively and establish response plans, we need to accumulate data indicating topography changes through monitoring the erosion situation continuously. UAV photogrammetric systems, which can fly autonomously at a low altitude, are recommended as an economical and precision means to monitor the coastal zones. In this study, we aim to verify the accuracy of the generated orthoimages and DEM as a result of processing the UAV data of a coastal zone by comparing them with various reference data. We established a verification routine and examined the possibilities of applying the UAV photogrammetric systems to monitoring coastal erosion by checking the analyzed accuracy by the routine. As a result of verifying the generated the geospatial information from acquired data under various configurations, the horizontal and vertical accuracy (RMSE) were about 2.7 cm and 4.8 cm respectively, which satisfied 5 cm, the accuracy required for coastal erosion monitoring.

A Study on the Introduction of Impact Assessment System for Coastal Erosion (연안침식영향평가 제도 도입방안 연구)

  • Bum Shik Shin;Hyun Hwa Shin
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.36 no.2
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    • pp.87-93
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    • 2024
  • Recently, the impact of climate change with sea levels rise, abnormal high waves, and continuous construction of artificial structures such as ports and harbors, has led to an increasing trend in coastal erosion. In this study, the scope and method of Environmental Impact Assessment, Utilization of Sea Areas, Disaster Impact Assessment, and Risk Assessment of Coastal Disasters System, which are carried out during development projects and erosion reduction projects carried out on the coast, are analyzed to identify each problem. , we proposed a plan to introduce the Impact Assessment System for Coastal Erosion, which can minimize the impact of coastal erosion by deriving improvement measures.

An analysis of the coastal topography and land cover changes in the Haeundae Beach using GIS/RS (GIS/RS를 이용한 해운대 해수욕장의 해안지형 및 토지피복 변화 분석)

  • Yang Ji-Yeon;Choi Chul-Uong;Hong Hyun-Jung
    • Proceedings of the KSRS Conference
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    • 2006.03a
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    • pp.63-67
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    • 2006
  • 본 연구에서는 해안침식이 진행되고 있는 해운대 해수욕장의 장기 해안지형 변화 및 인근지역의 토지피복 변화에 대해 분석하였다. 지난 60여 년간의 항공사진을 이용하여 해안선을 추출하고 이를 수심측량 및 GPS측량 자료를 이용하여 조위보정한 후, 해빈면적을 추출하여 해안지형 변화를 분석하였다. 또한 환경부 토지피복 세분류를 기준으로 하여 육안판독을 통해 13개년도의 토지피복도를 제작하고 토양유실량을 산정하여 연도별 토지피복 변화를 분석하였다. 그 결과, 해운대 해수욕장의 해안선이 점진적으로 후퇴하고 있으며 해수욕장 면적이 전체적으로 감소하고 있는 것으로 나타났다. 춘천천 복개 및 도시개발에 의한 모래 공급원 차단이 이러한 해안침식에 영향을 주는 인위적 원인이라고 사료된다.

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An Qualitative Analysis on the Beach Deformation of the Sangju Beach with Field Observation (현장관측을 통한 상주해빈 단면변화의 정성적 해석)

  • 함계운;장대정
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.16 no.2
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    • pp.75-82
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    • 2004
  • 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 acceration. The prediction method and countermeasures for them, however, are not on the level of satisfaction, which indicates that efforts should be made on developing them. In this study, it is found at the groin constructed in Sangju beach on e purpose of beach protection did the aversive function. The reason for this was judged that they accelerated the speed of erosion by increasing the velocity wave-induced current rather than brought storage effect of sediment. Authors found that the storage sediment estimation model by Sonu and Beek(1971) is a useful model at the Sangju beach with the use of topographical survey data from July, 1987 to March, 2003.

안목항 방파제 건설로 인한 연안 토사 이동경향의 변화

  • 김인호;이정렬
    • Proceedings of the Korea Water Resources Association Conference
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    • 2004.05b
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    • pp.490-495
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    • 2004
  • 안목항의 방파제 확장 건설로 인하여 항남측에 심각한 침식현상이 광범위하게 발생하고 있는 데 이를 규명하기 위하여 현재 주변 해안선 변형 현상을 기초로 연안 표사 이동(littoral drift)도를 정성적으로 작성하였으며 수치 모형실험을 통하여 상세할 표사이동의 변화를 살펴보았다. 수치모형 실험은 파랑 변형 및 해빈류 예측 모형인 WADEM-P, DISEM-R로 수행되었다. 항 내 매몰 및 하천 폐색을 근본적으로 해결하면 해안선 침식문제를 완화 시 킬 수 있는 장치로서 모래운송장치(sand transfer)의 필요성이 언급되었으며 앞으로 연안 표사량이 많은 동해안에서의 항만 건설시 꼭 필요한 부대장치임을 강조한다. 또한 주기적인 연안관측 프로그램을 수립하여 연안 표사량 및 해안 침식율을 산정한 후 모래이송장치의 설치 여부 및 그 규모를 판단할 필요가 있다.

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Analysis on Erosional Properties of Fine-Cohesive Sediments In Kunsan Coast (군산해역 미세-점착성 퇴적물의 침식특성 해석)

  • 이현승;조용준;황규남
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2003.08a
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    • pp.222-226
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    • 2003
  • 대부분의 경우에 하구의 미세-점착성 퇴적물은 보통 무기성 광물과 유기물 및 생화학물의 혼합체이며, 광물 입자들은 주로 점토와 실트로 구성되어 있다. 이러한 혼합체의 침식특성은 사질성 퇴적물과는 달리 입자간의 응집현상에 의한 의해 크게 영향을 받으며, 응집강도는 광물질 구성, 입경분포, 유기물 함량 등으로 묘사되는 퇴적물 자체의 물리ㆍ화학적 기본특성에 따라 크게 변화하고 (Mea, 1986), 특히 저면 퇴적물의 침식 여부는 흐름 전단응력에 의한 저면퇴적물의 저항력 즉, 저면전단강도의 상대적 크기의 차이에 좌우되므로, 그 침식 특성은 저면전단강도 흑은 저면밀도로 묘사되는 저면특성에 따라 크게 변화한다(황규남 등, 2003). 또한 각 해역마다 저면 퇴적물은 퇴적물 공급원, 수동학적 조건, 생태학적 조건 등이 모두 다른 상태에서 형성된 퇴적층이므로, 저면 퇴적물의 기본특성 및 저면특성은 "site- specific" 한 성격을 갖는다. (중략)

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Erosion and Recovery of Coastal Dunes after Tropical Storms (태풍의 통과로 인한 해안사구 지형의 침식과 회복)

  • Choi, Kwang Hee;Jung, Pil Mo;Kim, Yoonmi;Suh, Min Hwan
    • Journal of The Geomorphological Association of Korea
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    • v.19 no.1
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    • pp.17-27
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    • 2012
  • Coastal dunes help stabilize the coastal landscape and protect the hinterland through dynamic interaction with sand beaches. Sometimes dune erosion occurs during the tropical cyclones, while dune recovery may naturally follow after the event. As the typhoon Kompasu passed through the Korean Peninsula early-September in 2010, it caused a rise in water in association with the storm, wave run-ups, and heavy rains in coastal areas. As the result, coastal dunes along the west coast of Korea were severely damaged during the storm. However, the degree and extent of erosion and recovery of dunes were found to be related with the condition of beach-dune systems including gradients of foreshore and front slope of the dune, sediment supply, vegetation, wind activity, and human interferences. Some dunes retreated landward more and more after the erosional event, while others recovered its original profile by aeolian transport processes mainly during the winter season. Vegetated dunes with pine trees were less recovered after the erosion than grass-covered dunes. In addition, dunes with artificial defense were more eroded and less recovered than those without hard constructions. According to the observation after the severe storm, it is likely that the sand transport process is critical to the dune recovery. Therefore, the interactions between beach and dune must be properly evaluated from a geomorphological perspective for the effective management of coastal dunes, including natural recovery after the erosion by storm events.