• Title/Summary/Keyword: 해저마찰

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A Numerical Study on the Interaction of Ulleung Warm Eddy with Topography and Lateral Boundary (울릉 난수성 Eddy와 해저지형과의 상호작용에 관한 수치모델 연구)

  • Lim, Keun-Sik;Kim, Kuh
    • 한국해양학회지
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    • v.30 no.6
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    • pp.565-583
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    • 1995
  • We have used a nonlinear quasi-geostrophic model to study effects of lateral friction and bottom topography on the motion of warm eddies. The two empirical orthogonal functions of the stream function, accounting for the vertical structure, represent the barotropic and first baroclinic dynamic modes. This model is integrated 360 days on a 1000 km ${\times}$ 1000 km domain with a resolution of 10 km ${\times}$ 10 km including both the thermocline and idealized topography of the East Sea. Prescribed inflow through the Korea Strait is compensated by outflow through the Tsugaru Strait. The balance between the nonlinear advection term and the planetary ${\beta}$-effect tends to make northward movement of warm eddy over a flat bottom. The motion of a warm eddy over a sloping topography can be dominated by the nonlinear advection, while nonlinearity plays a secondary role over a flat topography. For eddies dispersing over topography, the nonlinear tendency is a function of time. For a strong warm eddy, northward propagation can occur. For intermediate strength of eddies one might expect a balance between the nonlinear term and the topographic ${\beta}$-effect. As nonlinearity decreases with eddy dispersion, southward motion along the slope may occur by such as a topographic Rossby wave. Our numerical simulations have confirmed the importance of lateral friction on eddy motions, in such a way that the northward penetration of the warm eddy increases drastically by the decrease of the lateral friction. The northward motion of warm eddy can be prevented by reducing the Reynolds number sufficiently. We have also demonstrated the crucial role of topographic effects in the eddy motion process.

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Wave-Current Friction in Rough Turbulent Flow (전난류에서 파랑과 해류의 마찰력)

  • 유동훈
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.6 no.3
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    • pp.226-233
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    • 1994
  • The present paper considers the method to estimate the bottom friction driven by waves and current on rough turbulent flow. Parameter adjusting technique is suggested for the computation of bed shear stress driven by uni-directional flow. and the value of parameter is determined by comparing the computational results against Bijker's laboratory data. For the computation of combined flow bottom shear stress, two methods are presented; one is the modified Bijker approach (BYO Model) and the other is the modified Fredsoe approach (FY Model). both of which are refined by the present writer. Both models are again refined in two aspects, and tested against the Bijker's laboratory data.

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A Study on the Buckling Stability due to Lateral Impact of Gas Pipe Installed on the Sea-bed (해저면에 설치된 가스관의 외부충격에 의한 좌굴 안전성 검토)

  • Park, Joo-Shin;Yi, Myung-Su
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.2
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    • pp.414-421
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    • 2022
  • Subsea oil and gas exploration is increasingly moving into deeper water depths, and typically, subsea pipelines operate under high pressure and temperature conditions. Owing to the difference in these components, the axial force in the pipe is accumulated. When a pipeline is operated at a high internal pressure and temperature, it will attempt to expand and contract for differential temperature changes. Typically, the line is not free to move because of the plane strain constraints in the longitudinal direction and soil friction effects. For a positive differential temperature, it will be subjected to an axial compressive load, and when this load reaches a certain critical value, the pipe may experience vertical (upheaval buckling) or lateral (snaking buckling) movements that can jeopardize the structural integrity of the pipeline. In these circumstances, the pipeline behavior should be evaluated to ensure the pipeline structural integrity during operation in those demanding loading conditions. Performing this analysis, the correct mitigation measures for thermal buckling can be considered either by accepting bar buckling but preventing the development of excessive bending moment or by preventing any occurrence of bending.

Numerical Wave Refraction Model (굴절에 의한 천해파 계정법)

  • 서승남;오병철;강시환
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.1 no.1
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    • pp.15-21
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    • 1989
  • A simple numerical refraction model is presented. The model takes into account refraction, shoaling and bottom dissipation. Eikonal equation and equation of energy conservation are discretized by an explicit finite-difference method, which provides wave angle and height at each grid point, respectively. Applications of the model were made to simple geometries as well as complex geometries, and some advantages on computing time and stability have been observed.

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The Status of Research for Economic Ship Routing System (경제운항 알고리즘 개발을 위한 현황 분석)

  • Kang, Nam-seon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2015.10a
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    • pp.155-156
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    • 2015
  • 최근 선박의 연료유 절감 및 경제운항에 대한 관심이 높아지면서 조선소를 중심으로 운항정보의 활용과 관련된 다수의 프로젝트가 진행되고 있으며 선박 설계, 기상예보 등을 통합한 다양한 시스템이 개발되는 등 선박의 최적운항지원 솔루션 시장이 빠르게 성장하고 있다. 하지만 현재 시장을 주도하고 있는 솔루션들은 설계정보를 중심으로 개발되어 선박을 운영하는 해운선사에서 요구하고 있는 성능기준을 만족하지 못하는 단점이 있다. 따라서 본 연구에서는 운영단계에서 축적되는 운항데이터와 해운선사의 경험과 노하우에 대한 정보가 반영된 경제운항 알고리즘을 개발하기 위한 현황 분석을 수행하였다.

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The Ettects of Bottom Friction and Refraction on the Wave Height (마찰과 굴절이 파고에 미치는 영향)

  • 강관원;함경재
    • Water for future
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    • v.17 no.2
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    • pp.113-124
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    • 1984
  • The equations for the wave orthogonals and wave heights are presented along the depth using time as the independent variable, The effect of wave refracion is included. In this paper, a numerical procedure is described for the calculation and two analytical solutions are presneted in case of straight and parallel bottom contours and horizontal bottom in order to check the computed results. The computer outputs are in the form of automatically plotted wave orthogonals and wave heights along the wave path. In practical calculation of wave heights, Samchuckk Pohang, and Hanlim are selected as plane sloping bottoms.

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웹 환경에서 가상현실 콘텐츠 제작을 위한 편집 도구 개발 연구

  • Hyun-been Kim;Jun-sung Min
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2022.11a
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    • pp.293-295
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    • 2022
  • 기존 가상현실(Virtual reality) 콘텐츠는 제작인 완료된 상태로 제공되기 때문에 법 개정 및 교육 커리큘럼 변화에 능동적으로 대응하지 못한다. 따라서 VR 콘텐츠 제작시 편집이 가능한 툴과 편집된 VR 콘텐츠가 바로 실행되는 편집 도구를 구현한다면 훈련 내역의 변경이 지속적으로 발생되는 VR 콘텐츠에 대안책이 될 것이다. 따라서 이를 해결하기 위해 VR 콘텐츠의 주요 생성 및 생성된 시나리오의 세부 씬(Scene) 구성을 사용자가 직접 생성하는 편집 도구를 구현하고 VR 장치가 없는 운용 환경에서도 실행이 가능 하도록 Web 기반의 편집 도구를 개발하여 VR 콘텐츠의 편집 및 실행 시 동시처리가 가능하도록 편집 도구를 개발하였다.

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Effects of Entrance Loss on Harbor Resonances (항만 부진동에 미치는 입구손실의 영향)

  • 박우선;정원무;채장원
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1996.10a
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    • pp.184-187
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    • 1996
  • 기존의 항만 부진동현상 해석은 대부분 완전유체라는 가정하에 선형이론에 기초하여 개발된 수치 모델에 의해 수행되고 있다. 실제의 경우에는 해저면의 마찰, 고체경계면을 따른 에너지 손실, 단면의 급 축소 및 확대에 따른 에너지 손실 등이 존재하므로, 이와 같은 에너지의 손실을 고려하지 않고 선형해석을 수행하게 되면 실제와는 다른 과장된 결과를 얻게 된다. 특히, 항 입구의 폭이 좁은 경우에는 실제와는 다르게 증폭비가 대단히 크게 예측된다. (중략)

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Mixing Length Model of Combined Flow Bed Friction (합성류 전단력 계산을 위한 혼합거리 모델)

  • 유동훈
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.1 no.1
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    • pp.8-14
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    • 1989
  • A mathematical model for computing the bed friction of combined wave-current flow has been developed based on the Prandtl's mixing length theory. Using various approximate expressions, solutions are obtained explicitly. The computational results are compared and found in reasonable agreements with the data of field measurements.

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Wave Distribution with Reflection In Dongbaek Island Area (반사율을 고려한 동백섬 해역의 파랑 분포)

  • 유동훈;신수훈
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2003.08a
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    • pp.254-258
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    • 2003
  • 파도가 심해역에서 천해역으로 들어오게 되면 천수, 굴절, 회절 및 마찰손실 등에 의하여 급격하게 변이한다. 따라서 수치모형의 격자는 해저지형 및 파의 변이 정도에 따라 상당히 작은 크기를 사용하여야 하는데 대개 100 m 내외가 되며 때로는 10 m까지 상당히 작은 크기의 격자를 사용하여야 하는 경우도 있다. (중략)

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