• 제목/요약/키워드: wave interactions

검색결과 289건 처리시간 0.021초

부유식 원형 실린더 배열에 의한 파 상호작용 (Water Wave Interactions with Array of Floating Circular Cylinders)

  • 박민수;정연주;유영준
    • 한국해양공학회지
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    • 제27권5호
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    • pp.51-62
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    • 2013
  • The water wave interactions on any three-dimensional structure of arbitrary geometry can be calculated numerically through the use of source distribution or Green's function techniques. However, such a method can be computationally expensive. In the present study, the water wave interactions in floating circular cylinder arrays were investigated numerically using the eigenfunction expansion method with the three- dimensional potential theory to reduce the computational expense. The wave excitation force, added mass coefficient, radiation damping coefficient, and wave run-up are presented with the water wave interactions in an array of 5 or 9 cylinders. The effects of the number of cylinders and the spacing between them are examined because the water wave interactions in floating circular cylinder arrays are significantly dependent upon these.

심해 풍파의 3파 상호작용에 대한 실험실 실험 (Laboratory Experiments for Triad Interactions of Deep Water Wind Waves)

  • 서경덕;오상호;;안경모;박광순
    • 한국해안해양공학회지
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    • 제12권1호
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    • pp.39-52
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    • 2000
  • 3파 상호작용은 천수파 또는 유한 수심 풍파의 경우에만 중요한 것으로 알려져 왔다. 파랑 성분간의 에너지 전달에 의한 풍파의 성장 관점에서 볼 때 심해에서 3파 상호작용은 4파 상호작용에 비해 별로 중요하지 않다. 그러나, 심해에서도, 특히 풍파 성장의 초기 단계에서는, 3파 상호작용이 중요할 수 있는데, 이는 3파 상호작용이 쇄파에 결정적인 영향을 미치는 파형경사, 수면 위에서의 공기 흐름의 항력, 선박의 항해 등과 밀접한 관계를 가지고 있기 때문이다. 본 연구에서는 일련의 실험실 실험 결과를 제시하고, 이에 대한 bispectrum 분석을 통하여 심해 풍파의 3파 상호작용을 고찰한다. 스펙트럼 첨두 주파수에서의 bicoherence와 파형경사가 거의 정비례하는 것으로 나타나는데, 이는 파봉이 뽀족하고 파곡이 밋밋한, 경사가 큰 파가 3파 상호작용의 결과임을 나타낸다. Bicoherence 및 파형경사 모두가 파랑 성장의 초기 단계에서는 파령에 따라 증가하다가 파랑이 발달함에 따라 다시 작아진다. 파랑 성장의 초기 단계에서 3파 상호작용에 의하여 발달된 스펙트럽 2차 첨두의 에너지가 그 이후에는 4파 상호작용에 의해 주변의 주파수들로 재분배되는 것으로 추측된다.

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불규칙파.흐름 공존장에서 파랑변동특성 (The Characteristic of Wave Propagation in the Irregular Wave-current field)

  • 이창호;김헌태;류청로;이인철
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2003년도 춘계학술대회 논문집
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    • pp.128-134
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    • 2003
  • Numerical study on interactions of waves and currents has considerable practical interests in coastal and ocean engineering. And wave-current interactions strongly influence wave characteristics, current profiles, and forces on offshore structures. Presence of currents affects wave properties such as wave height and wave profiles. Furthermore, in case of the irregular waves, it is more complicated problem. The propose of present study, using the one-dimensional wave-current numerical model is based on the extended Boussinesq equation(Madsen, 1991) and an alternative form of wave-current dispersion relation(Mohiuddin, 1999, 2000) including wave action concept, is to simulate wave propagation in a current field including the irregular waves and discuss applicability of the model in a wave-current field.

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충격파와 난류경계층의 상호작용에 대한 수치해석 (NUMERICAL SIMULATION OF HIGH-SPEED FLOWS WITH SHOCK WAVE TURBULENT BOUNDARY LAYER INTERACTIONS)

  • 문수연;손창현
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2000년도 춘계 학술대회논문집
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    • pp.51-59
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    • 2000
  • The Interactions of shock wave with turbulent boundary layers in high-speed flows cause complex flowfields which result in increased adverse pressure gradients, skin friction and temperature. Accurate and reliable prediction of such phenomena is needed in designing high-speed propulsion systems. Such analyses of the complex flowfields require sophisticated numerical scheme that can resolve interactions between shock wave and boundary layers accurately. Therefore the purpose of the present. article is to introduce an accurate and efficient mixed explicit-implicit generalized Galerkin finite element method. To demonstrate the validity of the theory and numerical procedure, several benchmark cases are investigated.

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An improved solid boundary treatment for wave-float interactions using ISPH method

  • Zheng, Xing;Lv, Xipeng;Ma, Qingwei;Duan, Wenyang;Khayyer, Abbas;Shao, Songdong
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제10권3호
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    • pp.329-347
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    • 2018
  • The Smoothed Particle Hydrodynamics (SPH) method has proved to have great potentials in dealing with the wave-structure interactions. Compared with the Weakly Compressible SPH (WCSPH) method, the ISPH approach solves the pressure by using the pressure Poisson equation rather than the equation of state. This could provide a more stable and accurate pressure field that is important in the study of wave-structure interactions. This paper improves the solid boundary treatment of ISPH by using a high accuracy Simplified Finite Difference Interpolation (SFDI) scheme for the 2D wave-structure coupling problems, especially for free-moving structure. The proposed method is referred as the ISPH_BS. The model improvement is demonstrated by the documented benchmark tests and laboratory experiment covering various wave-structure interaction applications.

Numerical simulations of interactions between solitary waves and elastic seawalls on rubble mound breakwaters

  • Lou, Yun-Feng;Luo, Chuan;Jin, Xian-Long
    • Structural Engineering and Mechanics
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    • 제53권3호
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    • pp.393-410
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    • 2015
  • Two dimensional numerical models and physical models have been developed to study the highly nonlinear interactions between waves and breakwaters, but several of these models consider the effects of the structural dynamic responses and the shape of the breakwater axis on the wave pressures. In this study, a multi-material Arbitrary Lagrangian Eulerian (ALE) method is developed to simulate the nonlinear interactions between nonlinear waves and elastic seawalls on a coastal rubble mound breakwater, and is validated experimentally. In the experiment, a solitary wave is generated and used with a physical breakwater model. The wave impact is validated computationally using a breakwater - flume coupling model that replicates the physical model. The computational results, including those for the wave pressure and the water-on-deck, are in good agreement with the experimental results. A local breakwater model is used to discuss the effects of the structural dynamic response and different design parameters of the breakwater on wave loads, together with pressure distribution up the seawall. A large-scale breakwater model is used to numerically study the large-scale wave impact problem and the horizontal distribution of the wave pressures on the seawalls.

Application of the Scaling Law for Swept Shock/Boundary-Layer Interactions

  • Lee, Yeol
    • Journal of Mechanical Science and Technology
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    • 제17권12호
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    • pp.2116-2124
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    • 2003
  • An experimental study providing additional knowledge of quasi-conical symmetry in swept shock wave/turbulent boundary-layer interactions is described. When a turbulent boundary layer on the flat plate is subjected to interact with a swept planar shock wave, the interaction flowfield far from fin leading edge has a nature of conical symmetry, which topological features of the interaction flow appear to emanate from a virtual conical origin. Surface streakline patterns obtained from the kerosene-lampblack tracings have been utilized to obtain representative surface features of the flow, including the location of the virtual conical origin. The scaling law for the sharp-fin interactions suggested by previous investigators has been reexamined for different freestream Mach numbers. It is noticed that the scaling law reasonably agrees with the present experimental data, however, that the law is not appropriate to estimate the location of the virtual conical origin. Further knowledge of the correlation for the virtual conical origin has thus been proposed.

ON THE APPROXIMATION BY REGULAR POTENTIALS OF SCHRÖDINGER OPERATORS WITH POINT INTERACTIONS

  • Galtbayar, Artbazar;Yajima, Kenji
    • 대한수학회지
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    • 제57권2호
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    • pp.429-450
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    • 2020
  • We prove that wave operators for Schrödinger operators with multi-center local point interactions are scaling limits of the ones for Schrödinger operators with regular potentials. We simultaneously present a proof of the corresponding well known result for the resolvent which substantially simplifies the one by Albeverio et al.

Radiation belt electron losses induced by wave-particle interactions

  • Summers, Danny
    • 한국우주과학회:학술대회논문집(한국우주과학회보)
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    • 한국우주과학회 2009년도 한국우주과학회보 제18권2호
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    • pp.32.2-32.2
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    • 2009
  • We examine cyclotron resonant interactions of radiation belt electrons with VLF chorus, plasmaspheric ELF hiss and electromagnetic ion cyclotron (EMIC) waves. Bounce-averaged diffusion rates depend on wave mode, equatorial pitch-angle, electron energy and L-shell. As well, diffusion rates can be sensitive to the latitudinal distributions of particle density and wave power. For different configurations of the plasmasphere, we calculate electron precipitation loss timescales due to combined scattering by VLF chorus, ELF hiss and EMIC waves.

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S-자형 플랩을 이용한 충격파와 경계층 간섭현상 제어에 관한 연구 (Control of Shock Wave/Boundary-Layer Interactions Using S-Shaped Mesoflaps)

  • 이열
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.159-160
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    • 2002
  • New S-shaped aeroelastic mesoflaps are utilized to control normal shock/boundary-layer interactions. New generation of the mesoflaps is designed f3r a better rigidness and a good flow uniformity across the ulteractions. ,Major advantages of the mesoflap system can be a better total pressure recovery downstream of the interactions due to the lambda shock structure over the flap system, and a rehabilitation of the thickened boundary layer due to bleeding through a cavity underneath the flap system. Skin friction has been measured downstream of the interactions, using the laser interferometer skin friction (LISF) meter, which optically detects the rate of thinning of an oil film applied to the test surface. Various flap-thicknesses of the S-shaped mesoflap arrays are tested, and the results are compared to the solid-wall reference case. Overall, not much difference in the level of skin friction is noticed for the S-shaped flap arrays of various thicknesses, and its level is lower than the skin friction downstream of the solid-wall interaction

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