• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2001년도 학술발표회 논문집(II)
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• pp.1133-1138
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• 2001

The focus of this paper is on the numerical investigation of obliquely incident wane interactions with a system composed of full submerged and floating dual buoy/vertical-flexible-membrane breakwaters placed in parallel with spacing. The fully submerged systems allow surface and bottom clearances to enable wave transmission over and under the system. The problem is formulated based on the two-dimensional multi-domain hydro-elastic linear wave-body interaction theory. The hydrodynamic interaction of oblique incident waves with the combination of the rigid and flexible bodies was solved by the distribution of the simple sources (modified Bessel function of fille second kind) tat satisfy the Helmholz governing equation. Using this computer program, the performance of various dual systems varying buoy radiuses and drafts, membrane lengths, clearances. spacing, mooring-lines stiffness, mooring types, water depth, and wave characteristics is thoroughly examined. It is found that the fully submerged and floating dual buoy/membrane breakwaters call, if it is properly tuned to the coming waves, have good performances ill reflecting the obliquely incident waves over a tilde range of wave frequency and headings.

• 한국결정성장학회지
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• 제18권6호
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• pp.258-263
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• 2008

입자를 부유 상태에서 소성할 수 있는 수직로를 이용하여 2 mm 이하 크기의 경량 세골재를 제조하고 그 물리적 특성을 고찰하였다. $1200{\sim}1300^{\circ}C$에서 소성된 대부분 시편은 표면에 다량의 액상이 발달하였고 따라서 내부의 가스가 팽창하여 다공성의 중앙부와 상대적으로 치밀한 표피층이 형성되었다. 특히 압출 성형체를 파쇄시켜 얻은 부정형의 C 계열 시편은 $1300^{\circ}C$ 이상으로 소결하면 내부에 가스가 팽창하여 시편 전체가 부풀어져서 구형으로 되었다. 본 부유 수직로에서 소성된 시편의 겉보기 비중은 $0.68{\sim}1.08$ 범위로 대부분 물에 뜰 정도의 경량이었다. 제조된 경량 세골재의 흡수율은 기공율과 비례하였고, 따라서 내부 기공들이 완전 고립된 폐쇄기공은 아님을 나타내었다. 부유소성로에서 제조된 세골재는 전기 머플로에서 소성된 시편과 비슷한 물성을 나타내었으나, 전기로에서 나타나는 골재 간 융착 현상이 발생하지 않았다. 수직로에서 부유소성된 세골재의 내충격성은 자연골재보다 다소 낮았으나, 단위용적중량은 KS 규격 기준을 만족하였다.

• Structural Engineering and Mechanics
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• 제59권3호
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• pp.559-577
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• 2016

There are many theoretical analyses and experimental studies of the hydrodynamics for the tension leg platform (TLP) of a floating wind turbine. However, there has been little research on the arrangement of the TLP's internal structure. In this study, a TLP model and a 5-MW wind turbine model as proposed by the Minstitute of Technology and the National Renewable Energy Laboratory have been adopted, respectively, to comprehensively analyze wind effects and wave and current combinations. The external additional coupling loads on the TLP and the effects of the loads on variables of the internal structure have been calculated. The study investigates preliminary layout parameters-namely, the thickness of the tension leg body, the contact mode of the top tower on the tension leg, the internal stiffening arrangement, and the formation of the spoke structure-and conducts sensitivity analyses of the TLP internal structure. Stress is found to be at a maximum at the top of the tension leg structure and the maximum stress has low sensitivity to the load application point. Different methods of reducing maximum stress have been researched and analyzed, and the effectiveness of these methods is analyzed. Filling of the spoke structure with concrete is discussed. Since the TLP structure for offshore wind power is still under early exploration, arrangements and the configuration of the internal structure, exploration and improvements are ongoing. With regard to its research and analysis process, this paper aims to guide future applications of tension leg structures for floating wind turbine.

• 대한조선학회논문집
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• 제56권1호
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• pp.11-22
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• 2019

In this paper, a Rankine source method is applied and validated to analyze the hydrodynamic response of a three-dimensional floating structure in the frequency domain. The boundary value problems for radiation and diffraction problem are solved by using a desingularized indirect boundary integral equation method (DIBIEM). The DIBIEM is simpler and faster than conventional methods based on the numerical surface integration of Green's function because the singularities of Green's function are located outside of fluid regions. In case of floating structure with complex geometry, it is difficult to desingularize the singularities of Green's function consistently. Therefore a mixed approach is carried out in this study. The mixed approach is partially desingularized except singularities of the body. Wave drift loads are calculated by the middle-field formulation method that is mathematically simple and has fast convergence. In order to validate the accuracy of the developed program, various numerical simulations are carried out and these results are analyzed and compared with previously published calculations and experiments.

• 대한조선학회 특별논문집
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• 대한조선학회 2008년도 특별논문집
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• pp.10-15
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• 2008

The proper docking block arrangement, loading condition and structural reinforcement are required to ensure structural safety of ship, when she is in re-docking and launching for inspection or repair. The large reaction force due to narrow bottom tangent area, heavy weight and ballast loading are occurred at aft body and fore body of ship. Especially, in case of LNGC, the strength evaluation is necessary for cargo hold areas including mid-body because tank hydro test is performed in dry-dock. The analysis results and experiences to confirm structural safety for docking of conventional LNGC$(138K{\sim}151.7K)$ are introduced in this paper.

• International Journal of Naval Architecture and Ocean Engineering
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• 제8권4호
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• pp.320-329
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• 2016

An implicit method of solving the six degree-of-freedom rigid body motion equations based on the second order Adams-Bashforth-Moulten method was utilised as an improvement over the leapfrog scheme by making modifications to the rigid body motion solver libraries directly. The implementation will depend on predictor-corrector steps still residing within the hybrid Pressure Implicit with Splitting of Operators - Semi-Implicit Method for Pressure Linked Equations (PIMPLE) outer corrector loops to ensure strong coupling between fluid and motion. Aitken's under-relaxation is also introduced in this study to optimise the convergence rate and stability of the coupled solver. The resulting coupled solver ran on a free floating object tutorial test case when converged matches the original solver. It further allows a varying 70%-80% reduction in simulation times compared using a fixed under-relaxation to achieve the required stability.

• 한국해양공학회지
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• 제8권2호
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• pp.31-37
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• 1994

3-Dimensional panel method is now developed to the level that one can calculate the lift of a three dimensional body with the same accuracy of wind tunnel test and some current codes can consider the boundary layer effects due to the viscosity and unsteady motion in the calculation of lift. This paper is also aimed to develop these kinds of computing programs, and as a beginning, the authors restricted the problems to the steady potential flow cases. The calculation of 3-Dimensional body, wing and tandem wing carried out, using source panel and vortex ring panel. Finally, the interactions between 3-Dimension symmetric body and a wing are also calculated.

• 해양환경안전학회지
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• 제23권2호
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• pp.208-215
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• 2017

원유나 벙커C유와 같은 지속성 기름이 해상에 유출되면 풍화과정을 거쳐 점도가 높아지고, 부유 쓰레기와 섞이게 되면 이를 수거할 수 있는 장비는 매우 제한적이다. 본 연구에서는 기존 유회수기의 외부에 위치한 부속장치들을 본체 내부로 배치하고, 컨베이어 벨트와 강제유입장치인 스위퍼 및 부력체를 탑재한 수집조로 구성하여 자항과 리모트컨트롤이 가능한 무인 컨베이어 벨트식 부유쓰레기 및 고점도유 회수장비를 개발하였다. 실해역 테스트에서 30 m의 거리를 1.2 knots의 속도로 자항하며, 전 후, 좌 우에서 안정적인 균형유지와 구동부의 정상작동을 확인하였다. 임시저장조를 이용한 유회수 성능테스트 결과, 최소 $7.8k{\ell}/h$에서 최대 $23.3k{\ell}/h$까지 유출유 회수가 가능하였다. 또한, 페트병 등 부유쓰레기와 유출된 기름이 혼합된 조파수조에서 실시한 회수량 측정 테스트 결과는 $7.7k{\ell}/h$로 나타났다. 본 연구를 통해 개발된 장비가 해상기름오염사고 시 현장에 신속하게 투입된다면 방제능력 향상에 기여할 수 있을 것으로 기대하며, 현재 운용중인 Portable 유회수기의 성능개선 연구에 활용될 수 있을 것으로 판단된다.

• 한국산학기술학회논문지
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• 제15권4호
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• pp.2343-2348
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• 2014

지락사고 시 지락전류에 의한 전위경도 상승으로부터 인체를 보호하기 위하여 발전소의 주 접지망을 구성한다. 이를 위한 접지설계시 일반적으로 IEEE Std-80-2000(한전설계기준 2602)에 의하여 계산한다. 그러나 이는 수상환경에서 적용하기 힘들어 수상태양광의 접지저항 확보를 위한 접지기술이 명확하지 않다. 그런데 500kW 수상태양광의 모듈표면 및 금속덕트에 정전기가 발생하고 있고, 안정적인 접지확보를 위해서는 수상환경의 접지방식에 대한 구체적인 방안이 필요한 실정이다. 따라서 본 논문에서는 수상환경에서 Wenner 4 전극법으로 대지저항률을 조사.분석하였으며, 현재 운영중인 수상태양광의 접지저항을 국제규격(IEEE std-81)에서 제시하는 전압강하법으로 측정 분석하여 안정적인 접지확보를 위한 수상태양광 접지방안을 제시하였다. 수면 1m 수중의 저항률이 ($126.3969[{\Omega}{\cdot}m]$) 하상의 저항률($97.5713[{\Omega}{\cdot}m]$)보다 대체로 높은 것을 측정 분석되었고, 제시한 접지앵커 접지방안은 수상태양광의 더욱 안정된 접지저항 확보를 위해 경제적으로 가장 효과적인 방법으로 판단되며, 향후 수상태양광 발전의 접지방법으로 활용될 것으로 기대된다.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2008년도 International Meeting on Information Display
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• pp.907-910
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• 2008

The effect of channel length reduction on the electrical characteristics of self-aligned polysilicon TFTs has been investigated by combining experimental characteristics and 2-D numerical simulations. The role of drain induced barrier lowering and floating body effects has been carefully analized using numerical simulations.