• 제목/요약/키워드: Hydrodynamic interaction forces

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초대형 부유식 해양구조물에 작용하는 유체력 추정에 관한 근사계산법의 연구 (A Study on the Approximation Method of the Hydrodynamic Forces on the VLFS)

  • 박노식
    • 한국해양공학회지
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    • 제11권1호
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    • pp.74-83
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    • 1997
  • This study is to develop a practical calculation method of hydrodynamic force and motion response on very large floating structures of multiple legs. To investigate the effecr of hydrodynamic interfaction and of free surface on the reaponses of very large floating structures in regular waves, four kind of models are considered, ie. 1, 4, 64, 21248 column with footing. Based upon the results of this study, it is found that the middle parts of very large floating structures have small diffration effects. Therefore only out side parts are used to determine the hydrodynamic forcea for taking into account the effects of interaction.

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폰툰형 부체구조물과 몰수평판에 작용하는 라디에이션 유체력에 관한 연구 : 몰수평판에 의한 유체력 간섭 영향 (Study on the Radiation Forces on a Pontoon Type Floating Structure and Submerged Plate : Hydrodynamic Interaction Effect by Submerged Plate)

  • 이상민
    • 한국항해항만학회지
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    • 제31권8호
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    • pp.683-687
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    • 2007
  • 초대형 부체구조물은 파랑중 유탄성 변형이 심하게 발생하기 때문에 수평식 몰수평판과 같은 파랑에너지 흡수장치의 부가적인 개발이 요구된다. 본 연구에서는 몰수평판에 의해 야기되는 유체력 간섭현상이 폰툰형 부체구조물에 작용하는 라디에이션 유체력에 어떠한 영향을 미치는지 수치적인 해석을 통하여 그 특성을 파악하고자 한다. 폰툰형 부체구조물과 몰수평판의 상하운동에 의해 발생하는 라디에이션 유체력을 계산하기 위해 고정격자계와 이동격자계로 구성되는 중합격자법을 토대로 한 수치계산법을 개발한다. 또한 쇄파현상과 같은 비선형성이 강한 자유표면 문제를 해결하기 위하여 유한차분법을 적용하여 시뮬레이션을 실시하고 그 결과를 실험데이터와 비교함으로서 수치계산법의 신뢰성을 확인한다. 몰수평판에 의해 발생하는 유체력 간섭 영향의 특성을 분석하여 부체구조물의 파랑중 유탄성 변형에 미치는 그 효과에 대하여 논의한다.

Motion Analysis of Two Floating Platforms with Mooring and Hawser Lines in Tandem Moored Operation by Combined Matrix Method and Separated Matrix Method

  • KOO BON-JUN;KIM MOO-HYUN
    • 한국해양공학회지
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    • 제19권5호
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    • pp.1-15
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    • 2005
  • The motion behaviors including hydrodynamic interaction and mechanical coupling effects on multiple-body floating platforms are simulated by using a time domain hull/mooring/riser coupled dynamics analysis program. The objective of this study is to evaluate off-diagonal hydrodynamic interaction effects and mechanical coupling effects on tandem moored FPSO and shuttle taker motions. In the multiple-body floating platforms interaction, hydrodynamic coupling effects with waves and mechanical coupling effects through the connectors should be considered. Thus, in this study, the multiple-body platform motions are calculated by Combined Matrix Method (CMM) as well as Separated Matrix Method (SMM). The advantage of the combined matrix method is that it can include all the 6Nx6N full hydrodynamic and mechanical interaction effects among N bodies. Whereas, due to the larger matrix size, the calculation time of Combined Matrix Method (CMM) is longer than the Separated Matrix Method (SMM). On the other hand, Separated Matrix Method (SMM) cannot include the off-diagonal 6x6 hydrodynamic interaction coefficients although it can fully include mechanical interactions among N bodies. To evaluate hydrodynamic interaction and mechanical coupling effects, tandem moored FPSO and shuttle tanker is simulated by Combined Matrix Method (CMM) and Separated Matrix Method (SMM). The calculation results give a good agreement between Combined Matrix Method (CMM) and Separated Matrix Method (SMM). The results show that the Separated Matrix Method (SMM) is more efficient for tandem moored FPSO and shuttle tanker. In the numerical calculation, the hydrodynamic coefficients are calculated from a 3D diffraction/radiation panel program WAMIT, and wind and current forces are generated by using the respective coefficients given in the OCIMF data sheet.

Numerical analysis for hydrodynamic interaction effects between vessel and semi-circle bank wall

  • Lee, Chun-Ki;Moon, Serng-Bae;Oh, Jin-Seok;Lee, Sang-Min
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제7권4호
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    • pp.691-698
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    • 2015
  • The hydrodynamic interaction forces and moments induced by the vicinity of bank on a passing vessel are known as wall effects. In this paper, the characteristics of interaction acting on a passing vessel in the proximity of a semi-circle bank wall are described and illustrated, and the effects of ship velocity, water depth and the lateral distance between vessel and semi-circle bank wall are discussed. For spacing between ship and semi-circle bank wall (SP) less than about 0.2 L and depth to ship's draft ratio (h/d) less than around 2.0, the ship-bank interaction effects increase steeply as h/d decreases. However, for spacing between ship and semi-circle bank wall (SP) more than about 0.3 L, the ship-bank interaction effects increase slowly as h/d decreases, regardless of the water depth. Also, for spacing between ship and semi-circle bank wall (SP) less than about 0.2 L, the hydrodynamic interaction effects acting on large vessel increase largely as ship velocity increases. In the meantime, for spacing between ship and semi-circle bank wall ($S_P$) more than 0.3 L, the interaction effects increase slowly as ship velocity increases.

Propulsive Performance Analysis of Ducted Marine Propulsors with Rotor-Stator Interaction

  • Jang, Jin-Ho;Yu, Hye-Ran;Jung, Young-Rae;Park, Warn-Gyu
    • Journal of Ship and Ocean Technology
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    • 제8권1호
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    • pp.31-41
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    • 2004
  • A ducted marine propulsor has been widely used for the thruster of underwater vehicles for protecting collision damage, increasing propulsive efficiency, and reducing cavitation. Since a single-stage ducted propulsor contains a set of rotor and stator inside an annular duct, the numerical analysis becomes extremely complex and computationally expensive. However, the accurate prediction of viscous flow past a ducted marine propulsor is essential for determining hydrodynamic forces and the propulsive performances. To analyze a ducted propulsor having rotor-stator Interaction, the present work has solved 3D incompressible RANS equations on the sliding multiblocked grid. The flow of a single stage turbine flow was simulated for code validation and time averaged pressure coefficients were compared with experiments. Good agreement was obtained. The hydrodynamic performance coefficients were also computed.

Numerical Analysis for Hydrodynamic Interaction Effects between Vessel and Semi-Circle Bank Wall

  • 이춘기;문성배;오진석;정연철;정태권
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2013년도 춘계학술대회
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    • pp.29-30
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    • 2013
  • The hydrodynamic interaction forces and moments induced by the vicinity of bank on a passing vessel are known as bank effects. In this research, the characteristic features of interaction acting on a passing vessel in the proximity of a semi-circle bank wall are described and illustrated, and the effects of ship velocity, water depth and the lateral distance between ship and semi-circle bank wall are summarized and discussed.

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자유수면 밑을 전진하는 세장체에 작용하는 수면흡입력의 추정 (Free Surface Suction Force Acting on a Submerged Slender Body Moving Beneath a Free Surface)

  • 윤범상;담반퉁
    • 대한조선학회논문집
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    • 제46권6호
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    • pp.688-698
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    • 2009
  • In this paper, the steady lift force acting on a slender body moving beneath regular wave systems of arbitrary wavelengths and directions of propagation is considered. The momentum conservation theorem and the strip method are used to obtain the hydrodynamic forces acting on the body and affecting its motions on the assumption that the body is slender. In order to obtain the vertical steady force acting on it, or the free surface suction force, the second-order hydrodynamic forces caused by mutual interactions between the components of the first-order hydrodynamic forces are averaged over time. The validity of the method is tested by comparison of the calculated results with experimental data and found to be satisfactory. Through some parametric calculations performed for a typical model, some useful results are obtained as to the depth of submergence of the body, wavelengths, directions, etc.

제한수역에서 측벽부근을 항해하는 두 선박간의 상호영향 (The Interaction Effects Between Two Vessels in the Proximity of Bank Wall in Restricted Waterways)

  • 이춘기;윤점동
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2004년도 추계학술대회
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    • pp.49-55
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    • 2004
  • 제한수역에서 선박조종시 선박간에 생기는 상호간섭력과 또한 이러한 선박들이 측벽으로부터 받는 간섭력은 항로설계 및 선박조종운동의 관점에서 보았을 때 대단히 중요한 문제이다. 이 논문에서는 측벽 부근을 항해하는 두 척의 대형선박에 미치는 측 벽의 간섭 영향에 대해서 다루었다. 이 논문의 목적은 협수로나 천수로와 같은 제한수로에서 근접하여 항해하는 선박들이 안전조종 운동을 할 수 있도록 상호 간섭력을 최소화 할 수 있는 선박의 속력 및 선박과 선박 및 측벽 상호간의 거리에 대한 계산을 행하고, 제한된 항로에서 안전하게 항해할 수 있는 기준을 마련하는데 있다.

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제한수역에서 측벽부근을 항해하는 두 선박간의 상호영향 (The Interaction Effects Between Two Vessels in the Proximity of Bank Wall in Restricted Waterways)

  • 이춘기
    • 한국항해항만학회지
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    • 제29권1호
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    • pp.17-22
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    • 2005
  • 제한수역에서 선박조종시 선박간에 생기는 상호간섭력과 또한 이러한 선박들이 측벽으로부터 받는 간섭력은 항로설계 및 선박조종 운동의 관점에서 보았을 때 대단히 중요한 문제이다. 이 논문에서는 측벽 부근을 항해하는 두 척의 대형선박에 미치는 측벽의 간섭 영향에 대해서 다루었다. 이 논문의 목적은 협수로나 천수로와 같은 제한수로에서 근접하여 항해하는 선박들이 안전조종운동을 할 수 있도록 상호 간섭력을 최소화 할 수 있는 선박의 속력 및 선박과 선박 및 측벽 상호간의 거리에 대한 계산을 행하고, 제한된 항로에서 안전하게 항해할 수 있는 기준을 마련하는데 있다.

규칙파중 항력을 고려한 TLP의 동적응답해석 (A Dynamic Response Analysis of Tension Leg Platforms Including Drag Forces in Regular Waves)

  • 하영록
    • 대한조선학회논문집
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    • 제45권3호
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    • pp.229-237
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    • 2008
  • For predicting the motion and structural responses of tension leg platforms(TLPs) in regular waves, a numerical scheme is introduced. The numerical approach in this paper is based on a combination of the three dimensional source distribution method and the finite element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. The drag forces on the submerged slender members, which are proportional to the square of relative velocity, are newly included in order to estimate the responses of members with better accuracy. Comparisons with other's results verifies the works in this paper.