• 수산해양기술연구
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• 제53권4호
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• pp.437-445
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• 2017

Distribution and composition of the seabed litters in the exclusive economic zone of the West Sea of South Korea including 18 sea-blocks were investigated using a bottom trawl gear of the R/V Tamgtu 20 (National Institute of Fisheries Science) from 24th April 2011 to 4th May 2012. Each trawl shot was conducted for an hour in each sea-block and the total trawl shots was 18. As a result, 325.6 kg of seabed litter in total has been collected. The quantity of the seabed litter was highest at No. 202 of the sea-block, close to the Heuksan-Do. The highest occupied sea material was plastic (83.1% of entire seabed litters), the second highest material was metal combined with plastic (10.6%), and glass (2.9%), metals (2.3%), vinyl (0.6%), cloth (0.4%) and wood (0.2%) in order. The origin of seabed litters was from fishing gear (89.0% of all seabed litters). Therefore, it could be assumed that most seabed litters were derived from the fishing activity for example fishing nets and ropes.

• 수산해양기술연구
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• 제55권1호
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• pp.39-49
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• 2019

Acoustics are increasingly regarded as a remote-sensing tool that provides the basis for classifying and mapping ocean resources including seabed classification. It has long been understood that details about the character of the seabed (roughness, sediment type, grain-size distribution, porosity, and material density) are embedded in the acoustical echoes from the seabed. This study developed a sophisticated yet easy-to-use technique to discriminate seabed characteristics using a split beam echosounder. Acoustic survey was conducted in Tongyeong waters, South Korea in June 2018, and the verification of acoustic seabed classification was made by the Van Veen grab sampler. The acoustic scattering signals extracted the seabed hardness and roughness components as well as various seabed features. The seabed features were selected using the principal component analysis, and the seabed classification was performed by the K-means clustering. As a result, three seabed types such as sand, mud, and shell were discriminated. This preliminary study presented feasible application of a sounder to classify the seabed substrates. It can be further developed for characterizing marine habitats on a variety of spatial scales and studying the ecological characteristic of fishes near the habitats.

• 한국지리정보학회지
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• 제19권2호
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• pp.107-116
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• 2016

연안 해저 재질 조사에 있어 위성 및 항공 원격탐사 자료를 이용하면 기존 현장조사 방법에 비해 효율성을 높일 수 있으나, 물에 의한 빛의 흡수 특성으로 인해 동일한 조건이더라도 수심에 따라 영상에서 다른 반사도를 보이게 된다. 따라서 본 연구에서는 초분광영상을 연안 해저 재질 분석 자료로 사용하기 위한 보정 방법을 제시하고자 한다. 연구지역은 강원도 사천진항에서 경포해수욕장 일대이고, 사용한 초분광영상은 CASI-1500 영상이다. 수체 반사율과 수심 간의 회귀모델을 통해 밴드별 산란흡수계수를 추정하여 영상에 적용하였다. 그 결과 수심보정 전 영상에서 매우 얕은 수심에 한정하여 판독이 가능하였지만 수심보정 후 상대적으로 깊은 수심까지 판독이 가능해지고, 수심에 따른 해저면의 반사율 변이가 크게 감소한 것을 알 수 있었다.

• Journal of Advanced Marine Engineering and Technology
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• 제32권2호
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• pp.365-373
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• 2008

When the wind power system is planned to construct, it is important to understand the physical, chemical and mechanical properties of sediment. Especially, If it is the seabed unconsolidated sediment, we need to experiment on sediment through seabed unconsolidated sediment test and sediment survey. Because the sediment's properties are different as its formation, accumulation and load, unconsolidated sediment is difficult to be expected to its behavior. So we can estimate suitability for mechanical material and decrease the uncertainty through seabed unconsolidated sediment test. Seabed unconsolidated sediment test can be experimented in laboratory or in-situ as purpose, in-situ condition, economic problem. In this study, we sampled the seabed unconsolidated sediment at offshore around Korea Maritime University and measured properties of sediment through the laboratory test, showed the effect on physical properties of seabed unconsolidated sediment when the wind power system is planned to construction.

• Journal of Advanced Research in Ocean Engineering
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• 제2권2호
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• pp.86-98
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• 2016

In this study, after the installation of a subsea pipeline, backfilling was performed in the trenched area. During these operations, a stability problem in the subsea pipeline occurred. The pipeline was directly impacted by environmental loading such as waves and currents that were caused by backfill material when scouring or sediment transport and siltation was carried out. Therefore, this study reviewed whether trenching was necessary, and conducted research into an indigenous seabed property that contains granular soil. A study of cohesive soil was also conducted in order to cross-correlate after calculating the values of the critical Shields parameter relevant to elements of the external environment such as waves and current, and the shear Shields parameter that depends on the actual shearing stress. In case of 1), sedimentation or erosion does not occur. In the case of 2), partial sedimentation or erosion occurs. If the case is 3), full sedimentation or erosion occurs. Therefore, in the cases of 1) or 2), problems in structural subsea pipeline stability will not occur even if partial sedimentation or erosion occurs. This should be reflected particularly in cases with granular and cohesive soil when a reduction in shear strength occurs by cyclic currents and waves. In addition, since backfilling material does not affect the original seabed shear strength, a set-up factor should be considered to use a reduced of the shear strength in the original seabed.

• Journal of Advanced Research in Ocean Engineering
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• 제2권3호
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• pp.99-111
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• 2016

Seabed affected by scouring, sedimentation, and siltation occurrences often cause exposure, which induces risks to existing structures or crude oil or gas pipeline buried subsea. In order to prevent possible risks, more economical structure installation methodology is proposed in this study by predicting and managing the risk. Also, the seabed does not only consist of sandy material, but clayey soil is also widespread, and the effect of undrained shear strength should be considered, and by cyclic environmental load, pore water pressure will occur in the seabed, which reduces shear strength and allows particles to move easily. Based on previous research regarding sedimentation or erosion, the average value of external environmental loads should be applied; for scouring, a 100-year period of environmental conditions should be applied. Also, sedimentation and erosion are mainly categorized by the bed load and suspended load; also, they are calculated as the sum of bed load and suspended load, which can be obtained from the movement of particles caused by sedimentation or erosion.

• Journal of Advanced Research in Ocean Engineering
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• 제3권1호
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• pp.1-14
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• 2017

The safety analysis of an earthquake is carried out during the operation of a subsea pipeline and an onshore pipeline. Several cases are proposed for consideration. In the case of a buried pipeline, permanent ground deformation by the earthquake and an increase of internal pressure by the acceleration of the earthquake should be considered. In the case of a subsea pipeline, a bending moment is caused by liquefaction of the backfill material on a trenched seabed, etc., which results in a high bending moment of the buried pipeline. The bending moment causes the collapse of the subsea pipeline or a leak of crude oil or gas, which results in economic loss due to enormous environmental contamination and social economic loss owing to operation functional failure. Thus, in order to prevent economic loss and operation loss, structurally sensitive design with regard to seismic characteristics must be performed in the buried pipeline in advance, and the negative impact on the buried pipeline must be minimized by conducting a thorough analysis on the seabed and backfilling material selection. Moreover, it is proposed to consider the selection of material properties for the buried pipeline. A more economical review is also required for detailed study.

• 한국해양학회지:바다
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• 제3권3호
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• pp.158-164
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• 1998

광대역 주파수변조(wide-band FM) 선호를 음원으로 사용하는 Chirp sonar 시스템을 이용하여 획득한 음향반사 자료의 통계학적 처리를 통하여 해저면을 분류하였다. 음향학적 분류변수로서 Chirp 자료의 K-L(Karhunen-Lo$\grave{e}$ve) 변환을 이용하여 계산된 유사도 지수(similarity index)를 고안하였다. 유사도 지수는 근접한 트레이스 자료들에 포함된 공통된 반사신호성분의 양을 지시하므로 해저면 퇴적물의 성분에 따른 음향학적 거침도를 반영한다고 할 수 있다. 유사도 지수는 0에서 1사이의 값을 가지며, 각기 다른 퇴적상을 나타내는 지점에서 획득된 Chirp 자료를 처리한 결과, 퇴적물의 성분이 균질할수록, 입자의 크기가 작을수록, 그리고 연한 퇴적층일수록 증가하는 것을 관측할 수 있었다. 실제의 응용 예로서 제주도 성산포 해역을 이 방법으로 분류하였으며, 그 결과를 검증하기 위해 동일해역에서 획득된 side-scan sonar 자료 및 퇴적물로부터 해석된 해저면의 퇴적상과 비교하였다. 그 결과 음향자료의 유사도 지수에 의해 분류된 해저면은 실제의 퇴적상을 매우 잘 반영할 뿐만 아니라 퇴적물 성분의 특성에 따른 음향반응을 더욱 세밀히 나타내었다. 그러므로 이러한 방법은 음향자료로부터 직접 해저면을 분류하는 지질음향 모델링으로서 매우 효과적이다.

• 한국산학기술학회논문지
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• 제17권4호
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• pp.222-230
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• 2016

국내 심해 저서환경의 접근 한계로 서식생물과 인근환경 연구를 위한 정밀채집이 불가능하였으나, 6,000 미터급 심해 무인잠수정 해미래의 개발로 가능성이 열렸다. 활용가능성 확인을 위해, 2015년 6월에 2주간 동해에서 연구선 온누리호와 무인잠수정 해미래를 이용하여 울릉분지와 후포퇴 사면의 8개 정점에서 심해 종합해양연구를 국내최초로 수행하였다. 수심 범위가 194~2,080m인 조사해역에서 총 10회 잠수를 수행하였고, 잠수시간은 운용조건에 따라 약 1~6시간 소요되었다. 조사 결과, 1) 주요 심해 해저면의 실제 영상, 2) 주요 수산자원인 홍게류의 서식밀도 및 미기록 생물종을 포함한 심해생물상 자료, 3) 해저협곡의 경사면 등 특이 지형 확인, 4) 압력주상채니기를 이용한 퇴적물 주상시료 채집, 5) 육상폐기물 해양 투기현황을 확인 및 획득하였다. 본 탐사결과 심해 저서환경 및 생물의 직접관찰 및 채집이 가능함을 확인하였다.

• Ocean Systems Engineering
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• 제5권1호
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• pp.31-40
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• 2015

Three dimensional (3D) non-linear finite element analysis of offshore pipeline is investigated in this work with the help of general purpose software Abaqus. The general algorithm for the finite element approach is introduced. The 3D seabed mesh, limited to a corridor along the pipeline, is extracted from survey data via Fledermous software. Moreover soil bearing capacity and coefficient of frictions, obtained from the field survey report, and are introduced into the finite element model through the interaction module. For a case of study, a 32inch pipeline with API 5L X65 material grade subjected to high pressure and high temperature loading is investigated in more details.