• Ocean and Polar Research
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• 제43권4호
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• pp.205-217
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• 2021

A shallow channel between Jeju and Udo Islands, which is located in the northeastern Jeju Island, is influenced by storm- or typhoon-induced currents and surface waves as well as strong tidal currents. This study examines the typhoon-induced current and wave patterns in the channel, using Acoustic Doppler Current Meter (ADCP) measurements and an ocean-wave coupled modeling experiment. Three typhoons were chosen - Chaba (2016), Soulik (2018), and Lingling (2019) - to investigate the responses of currents and waves in their pathways. During the pre-typhoon periods, dominant northward flow and wave propagation were observed in the channel due to the southeasterly winds before the three typhoons. After the passage of Chaba, which passed over the eastern side of Jeju Island, the northward flow and wave propagation were totally reversed to the opposite direction, which was attributed to the strong northerly winds on the left side of the typhoon. In contrast, in the cases of Soulik and Lingling, which passed over the western side of Jeju Island, strong southerly winds on the right side of the typhoons continuously intensified the northward current and wave propagation in the channel. The model-simulated current and wave fields reasonably coincided with observational data, showing southward/northward flow and wave propagation in response to the right/left side of the typhoon pathways. Typhoon-induced downwind flows, and surface waves could enhance up to 2m/s and 3m due to the strong winds that lasted for more than 12 hours. This suggests that the flow and wave patterns in the Udo channel are highly sensitive to the pathway of typhoons and accompanying winds; thus, this may be a crucial factor with regard to the movement of seabed sediments and subsequent coastal erosion.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1997년도 추계학술대회 논문집
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• pp.501-504
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• 1997

We investigated the tracking and erosion resistance of the silicone rubber by Inclined-Plane Method. And. with the variation of experiment time, the chance of the leakage current waveform was evaluated. The typical leakage current waveform was the form of mixture of sinusoidal wave and rectifying wave. It is thought that the sinusoidal wave is due to conductivity of contaminant when wet. and the rectifying wave is due to arc of dry band.

• Ocean Systems Engineering
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• 제6권1호
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• pp.23-60
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• 2016

The major objective of this study was to develop further understanding of 3D nearshore hydrodynamics under a variety of wave and tidal forcing conditions. The main tool used was a comprehensive 3D numerical model - combining the flow module of Delft3D with the WAVE solver of XBeach - of nearshore hydro- and morphodynamics that can simulate flow, sediment transport, and morphological evolution. Surf-swash zone hydrodynamics were modeled using the 3D Navier-Stokes equations, combined with various turbulence models (${\kappa}-{\varepsilon}$, ${\kappa}-L$, ATM and H-LES). Sediment transport and resulting foreshore profile changes were approximated using different sediment transport relations that consider both bed- and suspended-load transport of non-cohesive sediments. The numerical set-up was tested against field data, with good agreement found. Different numerical experiments under a range of bed characteristics and incident wave and tidal conditions were run to test the model's capability to reproduce 3D flow, wave propagation, sediment transport and morphodynamics in the nearshore at the field scale. The results were interpreted according to existing understanding of surf and swash zone processes. Our numerical experiments confirm that the angle between the crest line of the approaching wave and the shoreline defines the direction and strength of the longshore current, while the longshore current velocity varies across the nearshore zone. The model simulates the undertow, hydraulic cell and rip-current patterns generated by radiation stresses and longshore variability in wave heights. Numerical results show that a non-uniform seabed is crucial for generation of rip currents in the nearshore (when bed slope is uniform, rips are not generated). Increasing the wave height increases the peaks of eddy viscosity and TKE (turbulent kinetic energy), while increasing the tidal amplitude reduces these peaks. Wave and tide interaction has most striking effects on the foreshore profile with the formation of the intertidal bar. High values of eddy viscosity, TKE and wave set-up are spread offshore for coarser grain sizes. Beach profile steepness modifies the nearshore circulation pattern, significantly enhancing the vertical component of the flow. The local recirculation within the longshore current in the inshore region causes a transient offshore shift and strengthening of the longshore current. Overall, the analysis shows that, with reasonable hypotheses, it is possible to simulate the nearshore hydrodynamics subjected to oceanic forcing, consistent with existing understanding of this area. Part II of this work presents 3D nearshore morphodynamics induced by the tides and waves.

• 한국해안해양공학회지
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• 제4권1호
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• pp.26-33
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• 1992

파-흐름의 공존장에서 실트질 점토의 부상특성을 연구하기 위해 조파수조에 흐름발생장치를 설치하며 파낭만 존재하는 경우, 순류 및 역류가 존재하는 경우에 대해서 장적물의 부상실험을 하였다. 역류가 작용할 때가 순류가 작용할 때보다 부상량이 훨씬 많았는데 이는 역류가 작용할 때는 저면에 난류성분이 발달하지만, 순류가 작용할 때는 진동류 효과가 감소하기 때문이다. 파-흐름의 공존장에서 실트질 점토의 부상양계저면전단응력은 $ au$$_{c}$~0.045 N/$m^2$인 것으로 추정되었다. 초기부상률과 저면전단응력과의 관계식 및 초기부상률과 측정된 유의파고와의 관계식이 도출되었는데, 초기부상률과 저면전단응력과의 관계는 상당히 분산되어 나타났으나, 초기부상률과 측정된 유의파고와의 관계는 상관성이 양호하게 나타났다. 파동하에서 장적물의 농도가 거의 평형상태에 도달했을 때에 농도의 연직경사로부터 산정된 장적물의 연직확산계수는 저면에서 수심의 1/2 지점까지는 지수형태로 증가하는 양상을 나타냈으나, 그 이상부터는 수심에 관계없이 거의 일정하게 나타났다.다.

• Journal of Advanced Marine Engineering and Technology
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• 제38권6호
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• pp.771-780
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• 2014

배열형(Array type)의 HF Radar를 임원항(Site A)과 후정리 해변(Site B)에 설치하여 동해연안에 대한 실시간 파랑과 해류를 관측하였다. 본 연구에 사용된 WERA (WavE RAdar)는 2000년 독일 Helzel사에서 개발된 것으로 24.525 MHz의 주파수 대역을 사용한다. 각 사이트는 4기의 송신기와 8기의 수신기로 구성되어 있는 8 채널 시스템이며, 현재 30분 주기로 관측하여 자료를 생성하고 있다. 파랑은 최대 약 25 km, 해류는 최대 약 50 km의 관측 범위를 나타내며, 150 kHz의 대역폭을 사용하여 1.5 km 간격의 격자 해상도를 갖는다. HF Radar를 이용하여 관측한 파랑 자료는 현장에서 관측한 파랑계 자료와 비교 검증을 하였으며, 해류 자료는 국립해양조사원에서 제공한 월별 동해평균표층 해류도와 해류흐름 패턴과 비교하였다. 파랑의 비교 자료들에 대한 회귀선과의 편차는 주성분 분석(Principle Component Analysis)으로 계산하였고, 그 결과로 상관관계 0.86와 RMSD 0.186을 보였다. 또한 동해연안의 해수유동에 대한 장기간의 변화를 분석해본 결과 8월과 9월의 연안에서는 북한한류가 남쪽방향으로, 외해에서는 동한난류가 북쪽방향으로 흐르는 흐름이 나타났다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2000년도 춘계종합학술대회
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• pp.484-488
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• 2000

본 논문에서는 형광등용 인버터에서 발생하는 고조파를 억제할 수 있는 2단 평활랑 콘덴서를 이용한 고효율 고조파 저감회로를 제안한다. 형광등용 인버터에 직류전원으로서 사용되는 전파 전류의 파형은 전압 평활 콘덴서가 충전될 때 입력전압의 최대치 부근에서 펄스형태를 가지는 돌입전류의 발생으로 인해 많은 고조파들을 함유하게 된다. 따라서 이 고조파의 원인이 되는 돌입전류를 억제하기 위하여 본 논문에서는 전단 평활용 콘덴서의 충전전압을 이용하여 입력에서의 갑작스러운 충전전류를 억제하는 방법을 제안하였다. 그 결과 공급전류에서의 고조파의 발생을 억제하여 역율을 개선하게된다. 이에 대한 타당성을 시뮬레이션을 통하여 확인하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 추계학술대회 논문집(제1권)
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• pp.181-186
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• 2006

본 논문에서는 Freak Wave의 생성원인에 대하여 간략히 논의하였으며, 이 중 파랑-조류 비선형 상호작용에 대한 이론 및 수치적 해석기법의 역사와 장단점 등을 기술한다. 본 연구에서는 파랑-조류 상호작용에 대한 수치모델링 및 해석 기법을 개발하고 있다. 개발 중인 수치해석 기법은 공간적으로 불균일한 조류와 파랑의 비선형 상호작용을 해석하기 위하여 Navier-Stokes 방정식을 이용하여 유동현상을 모델링하였으며, 이산화를 위하여 스펙트랄요소법(Spectral Element Method; SEM)을 이용하였다. 또한 자유표면의 운동을 효과적으로 기술하기 위하여 ALE(Arbitrary Lagrangian-Eulerian)기법을 사용하였다. 본 연구의 유동 모델과 수치해석기법의 과정과 특성, 그리고 장점 등에 대하여 논의하였으며, 초기적인 수치해석 결과를 제시하였다. 이를 바탕으로 개발된 수치해석기법의 정확성 및 수렴성을 확인할 수 있다.

• Geomechanics and Engineering
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• 제10권4호
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• pp.387-403
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• 2016

In this paper, an integrated model for the wave (current)-induced seabed response is presented. The present model consists of two parts: hydrodynamic model for wave-current interactions and poro-elastic seabed model for pore accumulations. In the wave-current model, based on the fifth-order wave theory, ocean waves were generated by adding a source function into the mass conservation equation. Then, currents were simulated through imposing a steady inlet velocity on one domain and pressure outlet on the other side. In addition, both of the Reynolds-Averaged Navier-Stokers (RANS) Equations and $k-{\varepsilon}$ turbulence model would be applied in the fluid field. Once the wave pressures on the seabed calculated through the wave-current interaction model, it would be applied to be boundary conditions on the seabed model. In the seabed model, the poro-elastic theory would be imposed to simulate the seabed soil response. After comparing with the experimental data, the effect of currents on the seabed response would be examined by emphasize on the residual mechanisms of the pore pressure inside the soil. The build-up of the pore water pressure and the resulted liquefaction phenomenon will be fully investigated. A parametric study will also be conducted to examine the effects of waves and currents as well as soil properties on the pore pressure accumulation.

• Journal of information and communication convergence engineering
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• 제13권1호
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• pp.36-41
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• 2015

With the rapidly increasing and widespread use of electronic and controlling equipment, the control of the electromagnetic (EM) wave environment becomes an important social issue. To solve the electromagnetic compatibility (EMC, both electromagnetic interface and electromagnetic susceptibility) problems, in this paper, we introduce the countermeasure techniques focused on EM wave absorbers for EMC problems in our laboratory at the Korea Maritime and Ocean University. The current technologies related to EM wave absorbers to solve EMC problems will first be described. The prospects of and a design for EM wave absorbers including a smart absorber with a heat radiating function will then be suggested.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1993년도 정기학술강연회 발표논문 초록집
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• pp.20-25
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• 1993

In coastal waters, more often than not, waves propagate on currents driven by tidal forces, earth’s gravity, or wind. There have been a number of studies for dealing with the change of wave spectrum due to tile presence of current. Based on the conservation of wave action, Hedges et al. (1985) have proposed an equation which describes the influence of current on the change of wave spectrum in water of finite depth. (omitted)