• 제목/요약/키워드: Numerical wave modeling

검색결과 273건 처리시간 0.05초

Simulation of the Temperature and Salinity Along $36^{\circ}N$ in the Yellow Sea with a Wave-Current Coupled Model

  • Qiao, Fangli;Ma, Ji-An;Yang, Yong-Zeng;Yuan, Yeli
    • Journal of the korean society of oceanography
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    • 제39권1호
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    • pp.35-45
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    • 2004
  • Based on the MASNUM wave-current coupled model, the temperature and salinity structures along $36^{\circ}N$ in the Yellow Sea are simulated and compared with observations. Both the position and strength of the simulated thermocline are similar to data analysis. The wave-induced mixing is strongest in winter and plays a key role in the formation of the upper mixed layer in spring and summer. Numerical experiments suggest that in the coastal area, wave-induced mixing and tidal mixing control the vertical structure of temperature and salinity.

완도 해역의 해수면 조건에 따른 파랑 변형 특성 (Characteristics of Wave Propagation by Water Level Conditions at Wando Sea Area: Numerical Modeling)

  • 전용호;윤한삼;김동환;김원석;김헌태
    • 수산해양교육연구
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    • 제25권1호
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    • pp.1-11
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    • 2013
  • The aim of this study was estimated the characteristics of the wave propagation by the water level conditions using a numerical modeling method at the Wando sea area. For three cases numerical simulation on the condition of incident and incoming of the deepwater design wave and the season normal wave, the spatial distribution of the incident wave at study area were investigated. And the calculated numerical modeling results were compared with measured field wave data. According to on-site wave data measured for 18 days, the range of the significant wave height and period were 0.10~1.14 m, 4.35~8.74 sec, respectively, and the maximum wave height were 0.15~1.66 m. From the results of numerical model for offshore design wave incident, the wave height attacked from Southern-East direction at this study area were over maximum 10.5 m because of rapidly change of water depth. Numerical modeling by three water level conditions of Approxmate Lowest Low Water Level(Approx. L.L.W), Mean Sea Level(M.S.L) and Approximate Highest High Water Level(Approx. H.H.W) were practiced. From the results for the case of Approx. H.W.L, variations of wave height at the back area of islands were about 1.6 m at maximum value for the case of deepwater design wave incoming. The significant wave heights of winter season were bigger than summer under normal wave condition, the incident wave height over 5.5 m decreased by shielding effect of islands. The change of maximum wave height at summer season were distinct than winter and was about 1.2 m and 0.8 m, respectively.

Field Observation and Quasi-3D Numerical Modeling of Coastal Hydrodynamic Response to Submerged Structures

  • Yejin Hwang;Kideok Do;Inho Kim;Sungyeol Chang
    • 한국해양공학회지
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    • 제37권2호
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    • pp.68-79
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    • 2023
  • Even though submerged breakwater reduces incident wave energy, it redistributes the coastal area's wave-induced current, sediment transport, and morphological change. This study examines the coastal hydrodynamics and the morphological response of a wave-dominated beach with submerged breakwaters installed through field observation and quasi-3D numerical modeling. The pre-and post-storm bathymetry, water level, and offshore wave under storm forcing were collected in Bongpo Beach on the East coast of Korea and used to analyze the coastal hydrodynamic response. Four vertically equidistant layers were used in the numerical simulation, and the wave-induced current was examined using quasi-3D numerical modeling. The shore normal incident wave (east-northeast) generated strong cross-shore and longshore currents toward the hinterland of the submerged breakwater. However, the oblique incident wave (east-southeast) induced the southeastward longshore current and the sedimentation in the northeast area of the beach. The results suggested that the incident wave direction is a significant factor in determining the current and sediment transport patterns in the presence of the submerged breakwaters. Moreover, the quasi-3D numerical modeling is more appropriate for estimating the wave transformation, current, and sediment transport pattern in the coastal area with the submerged breakwater.

Source & crustal propagation effects on T-wave envelopes

  • 윤숙영;박민규;이원상
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2010년도 학술대회 초록집
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    • pp.27-27
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    • 2010
  • There have been several studies about empirical relation between seismic source parameters(e.g., focal mechanisms, depths, magnitudes, etc.) and T-wave observation. In order to delineate the relation, numerical and theoretical approaches to figure out T-wave excitation mechanism are required. In an attempt to investigate source radiation and wave scattering effects in the oceanic crust on T-wave envelopes, we perform three-dimensional numerical modeling to synthesize T-wave envelopes. We first calculate seismic P- and SV-wave energy on the seafloor using the Direct Simulation Monte Carlo based on the Radiative Transfer Theory, which enables us to take into account both realistic seismic source parameters and wave scattering in heterogeneous media, and then estimate excited T-wave energy by normal mode computation. The numerical simulation has been carried out considering the following different conditions: source types (strike and normal faults), source depths (shallow and deep), and wave propagation through homogeneous and heterogeneous Earth media. From the results of numerical modeling, we confirmed that T-wave envelopes vary according to spatial seismic energy distributions on the seafloor for the various input parameters. Furthermore, the synthesized T-wave envelopes show directional patterns due to anisotropic source radiation, and the slope change of T-wave envelopes caused by focal depth. Seismic wave scattering in the oceanic crust is likely to control the shape of envelopes.

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Seismic Wave Attenuation에 의한 Wrap-around Noise의 제거 (Wrap-around Noise Removal by Seismic Wave Attenuation)

  • 정성종
    • 한국통신학회논문지
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    • 제12권3호
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    • pp.285-291
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    • 1987
  • Seisimic wave가 지하 내부로 전파되어 갈 때 점차적으로 에너지를 상실함으로써 attenuation현상을 일으킨다. Seismic wave의 velocity를 complex number로 표시하여 실수부는 phase velocity, 허수부는 attenuation 상수로 하여 attenuation특성을 수치적으로 modeling하는 방법을 제시하였다. 이 방법은 주파수와 독립적으로 로그특성으로 감쇄해가는 매질 속에서의 파동의 전파를 modeling한다. 본 연구는 attenuation을 위치함수로 표시하여 순방향 및 역방향 numerical modeling에 응용하여 FFT계산때 발생하는 wrap-arround noise 를 효율적으로 제거함으로써 memory space를 절약하고 computing time을 감소시킬 수 있음을 잘 보여주고 있다.

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부유식 연직판의 규칙파 모델링을 위한 오픈폼 적용성 검토 (Investigation of Applicability of OpenFOAM for Regular Wave Modeling of Floating Vertical Plate)

  • 오상호;김건우
    • 한국해안·해양공학회논문집
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    • 제29권6호
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    • pp.382-388
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    • 2017
  • 본 연구에서는 OpenFOAM 기반의 부유식 연직판의 파랑 저감 성능 평가 수치해석 모델링을 수행하였다. Waves2FOAM 라이브러리를 기반으로 내부조파에 의한 파랑 생성 및 스폰지층에 의한 소파 기능을 추가로 적용하였다. 이렇게 추가된 조파 및 소파 기능을 먼저 간단한 2차원 해석으로 검증한 후, Briggs et al.(2001)의 규칙파 실험자료 2가지에 대한 수치모델링을 수행하였다. 모델링 결과는 실험자료와 대체로 잘 일치하였으며, Briggs et al.(2001)에 수록된 WAMIT 수치해석 결과보다 더 좋은 결과를 나타내었다.

An Experiment of Internal Waves Observation by Synthetic Aperture Radar

  • Junmin, Meng;Jie, Zhang
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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    • pp.1343-1345
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    • 2003
  • An internal wave observation experiment by SAR in South China Sea is described. Two scenes of Radarsat ScanSAR images were acquired. Internal solitary waves are found in all the two images. It is concluded that these internal waves are generated in Bashi channel. Relationship between internal wave generation and tide is studied based on analyzing of tidal data of Legaspi in Philippine. Using ocean environmental data of this sea area internal waves’ amplitude and wave speed are detected by SAR images.

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투과성해안구조물의 소상파 및 내부수위변동에 관한 수치모델링 (Numerical modeling of wave run-up and internal setup on and in permeable coastal structures)

  • 남인식;윤한삼;김종욱;류청로
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.172-179
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    • 2001
  • A numelical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal flow field of the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Orean Hydraulics in PKNU. Good agreement were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

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