• 제목/요약/키워드: Seabed

검색결과 591건 처리시간 0.022초

항공수심라이다 데이터 해저면 포인트 클라우드 분리를 위한 CSF 알고리즘 적용에 관한 연구 (Segmentation of Seabed Points from Airborne Bathymetric LiDAR Point Clouds Using Cloth Simulation Filtering Algorithm)

  • 이재빈;정재훈;김혜진
    • 한국측량학회지
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    • 제38권1호
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    • pp.1-9
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    • 2020
  • 항공수심라이다(ABL: Airborne Bathymetric LiDAR)는 녹색 레이저(green laser)를 사용하여 연안 및 하천에 대해 해저지형과 수심에 대한 관측을 동시에 수행하는 첨단측량 기술이다. 항공수심라이다를 활용하여 해저지형 정보를 구축하기 위해서는 취득된 포인트 클라우드로부터 해수면과 해저면 점들을 분리하고 추출하는 과정이 필요하다. 기존의 해저면 점을 추출하기 위한 연구는 주로 waveform 분석(analysis)을 기반으로 수행되었다. 하지만 일반 사용자의 경우 waveform 데이터에 대한 접근성이 낮으며, waveform 분석 기반 해저면 추출 방법론에 대한 보완도 필요하다. 본 연구는 항공수심라이다 데이터의 지형학적 정보를 사용하여 해저면 점들을 추출하기 위한 연구를 수행하였다. 이를 위해 지면분리(ground filtering) 기법인 CSF (Cloth Simulation Filtering) 알고리즘을 RIEGL VQ880 항공수심라이다 시스템으로부터 취득된 데이터에 적용하고 효용성을 분석하였다. 실험결과 CSF 알고리즘을 항공수심라이다 데이터의 해저면 포인트 추출에 효과적으로 적용할 수 있음을 확인하였다.

A Case Study of Sediment Transport on the Seabed due to Wave and Current Velocities

  • Choi, Byoung-Yeol;Lee, Sang-Gil;Kim, Jin-Kwang;Oh, Jin-Soo
    • 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.

심해저 광물자원 개발제도의 운영결과 분석 및 향후전망 (Evaluation on the Outcome of International Deep Seabed Mining Regime and Its Prospect)

  • 이용희
    • Ocean and Polar Research
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    • 제27권1호
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    • pp.97-108
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    • 2005
  • The International Seabed Authority (ISA) formally came into existence upon the entry into force of the UNCLOS on 16 November 1994. By adopting the Implementing Agreement in 1994, UNCLOS has the universality as a Magna Carta of International Ocean Regime, and the Deep Seabed Mining Regime could be operated as a unique one for the benefit of mankind. During last 10 years, ISA established the institutional framework successfully and made substantial and tangible progress in formulating the rules, regulations and procedures for the prospecting and exploration for polymetally nodules. Furthermore, RPI's obligations had been carried out completely, and the 7 RPI made contract with ISA to become a contractor who has an at least 15 you exclusive right for exploration in their allocated site. However, due to the uncertainty of commercial mining, the number of representatives from developing countries has been getting looser and looser and ISA has a problem of quorum of the Assembly. Land-based producers took a very strong opposite position to the contractors to make their loss in the minimum level. For the next decade, it might be prospected that ISA will focus on monitoring the contractor's activities, making rules, regulations and procedures for exploration on cobalt rich crust, sulphide and methane hydrate and implementing environment studies.

An Overview of Seabed Storage Methods for Pipelines and Other Oil and Gas Equipment

  • Fatah, M.C.;Mills, A.;Darwin, A.;Selman, C.
    • Corrosion Science and Technology
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    • 제16권2호
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    • pp.76-84
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    • 2017
  • In the construction of subsea oil and gas developments, it is increasingly common that subsea oil and gas equipment will be installed in subsea well before final hookup and production. Installation of wellheads, subsea hardware, pipelines, and surface facilities (platforms, FPSO, FLNG, connected terminals, or gas plants) are increasingly driven by independent cost and vessel availability schedules; this gives rise to requirements that the subsea facilities must be stored in the seabed for a specific time. In addition, schedule delays, particularly in the installation or startup of the connected platform, FPSO, FLNG, or onshore plant may cause unexpected extensions of the intended storage period. Currently, there are two methods commonly used for storage subsea facilities in the seabed: dry parking and wet parking. Each method has its own risks, challenges, and implications for the facility life and its integrity. The corrosion management and preservation method selection is a crucial factor to be considered in choosing the appropriate storage method and achieving a successful seabed storage. An overview of those factors is presented, along with a discussion on the internal corrosion threats and assessments.

빙쇄굴 모델에 의한 극지 해저 파이프라인의 매설깊이 산정 (Estimation of burial depth for arctic offshore pipelines by an ice scour model)

  • 윤기영;최경식
    • 한국해양공학회지
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    • 제11권2호
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    • pp.1-10
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    • 1997
  • The interaction of ground ice features with underlying seabed is one of the major considerations in the design of Arctic pipeline systems. Regarding the development of offshore gas field near Sakhalin Island, which is an ice-infested area, in this paper an ice scour model to determine the burial depth of Arctic offshore pipeline is studied. Using a simplified ice-seabed interaction process, ice scour depth is easily estimated. This nonlinear numerical model can simulate the scouring process for various enviromental parameters such as ice mass, incoming velocity, soil strength. This study also deals with interaction forces during the scouring process in sloping seabed conditions and discusses the ice loads that are transmitted through the seabed soil.

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Effects of Dynamic Soil Behaviour on Wave-Induced Seabed Response

  • Cha, D.H;Jeng, D.S;Rahman, M.S.;Sekiguchi, H.;Zen, K.;Yamazaki, H.
    • 한국해양공학회지
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    • 제16권5호
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    • pp.21-33
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    • 2002
  • In this paper, an analytical solution for the wave-induced seabed response in a porous seabed is derived. Unlike previous investigations with quasi-static soil behaviour, dynamic soil behaviour is considered in the new solution. The basic one-dimensional framework proposed by Zienkiewicz et al (1980) is extended to two-dimensional cases. Based on the analytical solution derived, the effects of dynamic soil behaviour on the wave-induced seabed response are examined. The boundary of quasi-static soil behaviour and dynamic soil behaviour is clarified, and formulated for engineering practice.

Using Real Options Pricing to Value Public R&D Investment in the Deep Seabed Manganese Nodule Project

  • Choi, Hyo-Yeon;Kwak, Seung-Jun;Yoo, Seung-Hoon
    • Asian Journal of Innovation and Policy
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    • 제5권2호
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    • pp.197-207
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    • 2016
  • This paper seeks to measure the monetary value of technical development in the deep seabed manganese nodule mining by applying the compound option model (COM). The COM is appropriate for the project in terms of its decision-making structure and embedded uncertainty. The estimation results show that the deep seabed mining project has more economic potential than shown by the previously obtained results from the discounted cash flow (DCF) analysis. In addition, it is reasonable to invest in the project taking the various uncertainty factors into consideration, because the ratio of the value to the cost of the project is far higher than one. This information can be utilized in national ocean policy decision-making.

Effects of Dynamic Soil Behaviour on Wave-Induced Seabed Response

  • Cha, D.H.;Jeng, D.S.;Rahman, M.S.;Sekiguchi, H.;Zen, K.;Yamazaki, H.
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제5권1호
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    • pp.1-13
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    • 2002
  • In this paper, an analytical solution for the wave-induced seabed response in a porous seabed is derived. Unlike previous investigations with quasi-static soil behaviour, dynamic soil behaviour is considered in the new solution. The basic one-dimensional framework proposed by Zienkiewicz et al (1980) is extended to two-dimensional cases. Based on the analytical solution derived, the effects of dynamic soil behaviour on the wave-induced seabed response are examined. The boundary of quasi-static soil behaviour and dynamic soil behaviour is clarified, and formulated for engineering practice.

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인천항 주변 silt 이동에 관한 연구 (A Study on Silt Transport of Seabed Around Incheon Harbor)

  • 백승화
    • 한국해안·해양공학회논문집
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    • 제22권3호
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    • pp.133-142
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    • 2010
  • 송도신도시 건설로 인한 인천항 주변 흐름과, 해저 지형변동등의 영향을 알기 위하여 siltation모형을 이용하여 수치모의 하였다. 이를 토대로 하여 이류 확산방정식등을 이용하여 송도신도시 건설후의 해저 silt이동량을 계산하여 제시하였다. 건설전의 상태와 비교 할 경우 유속과 조위는 다소 증가 되었으며, 퇴적부분은 영종도 동쪽 해안에서 주로 나타나고, 세굴은 북항 전면수로에서 호도 방향으로 증가 되었음을 알았다.

매설된 선배열 음향센서를 이용한 표적 위치추정 성능향상 기법 연구 (A Study to improve a Target Localization Performance using Passive Line Arrays buried in the Seabed)

  • 양인식
    • 한국군사과학기술학회지
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    • 제8권2호
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    • pp.49-57
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    • 2005
  • The target localization using the line arrays buried in the seabed is a difficult problem due to the complex sea bottom characteristics and need to compensate the wave propagation effect to localize the target accurately Sound speed mismatch in the seabed causes a bias in the target bearing estimation and induces the localization error. In this paper we describe a target localization method with improved accuracy of target bearing and localization by calibration the sound speed in the seabed. The proposed algorithm is verified through the ocean data.