• Water Engineering Research
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• 제3권3호
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• pp.203-213
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• 2002

A wide-angle parabolic approximation equation model considering the interaction between wave and current is employed to simulate the deformation of irregular waves over a submerged shoal. It is found that the model gives qualitative agreements with experimental data for the cases of breaking waves around the shoal. Thus, the effect of breaking-induced current on the refraction-diffraction of waves is well understood.

• Journal of Electrical Engineering and Technology
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• 제13권6호
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• pp.2178-2186
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• 2018

Online identification of load parameters is the premise of establishing a stable and highly-efficient ICPT (Inductive Coupled Power Transfer) system. However, compared with pure resistive load, precise identification of composite load, such as resistor-inductance load and resistance-capacitance load, is more difficult. This paper proposes a method for detecting the composite load parameters of ICPT system utilizing harmonics. In this system, the fundamental and harmonic wave channel are connected to the high frequency inverter jointly. The load parameter values can be obtained by setting the load equation based on the induced voltage of secondary-side network, the fundamental wave current, as well as the third harmonic current effective value received by the secondary-side current via Fourier decomposition. This method can achieve precise identification of all kinds of load types without interfering the normal energy transmission and it can not only increase the output power, but also obtain higher efficiency compared with the fundamental wave channel alone. The experimental results with the full-bridge LCCL-S type voltage-fed ICPT system have shown that this method is accurate and reliable.

• 해양환경안전학회지
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• 제21권5호
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• pp.591-598
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• 2015

본 연구에서는 태풍 나크리에 의한 해운대 해수욕장의 쇄파대 수리특성을 SWASH 모형을 이용하여 분석하였다. 국립해양조사원에서 제공하는 파랑관측자료를 바탕으로 태풍 나크리 내습 시의 대표파를 선정하였다. 수치모형에서 입사파는 JONSWAP Spectrum에 의한 불규칙파로 선정하였다. SWASH 모형에 의해 산정된 해빈류 패턴은 현지관측자료와 비교하였으며 수치모형에서 산정된 최대소상고는 비디오 모니터링 자료 및 경험식과 비교하였다. 최대소상고의 위치는 비디오 모니터링 자료에 나타난 파흔을 이용하여 유추하였으며 태풍 NAKRI(1412) 내습 시 S 계열의 파랑이 지배적으로 작용하였으며 동백섬측에서 미포측으로 연안류가, 해운대 해수욕장 중앙부근에서 이안류가 발생하였다. SWASH 모형을 이용하여 산정한 최대소상고(1.15 m)는 비디오 모니터링 자료(1.26 m)와 유사한 경향성을 나타냈으며 Stockdon et al.에 의해 제시된 경험식(1.33m)과 비교적 유사하게 나타났다.

• 한국전산구조공학회논문집
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• 제17권2호
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• pp.183-192
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• 2004

본 논문에서는 수직으로 시추된 해양 파일에 대한 새로운 동적 해석절차가 제안되고 전형적 설계문제에 의하여 검증된다. 해수에 잠긴 파일의 구조는 물론 해양파도와 조류에 의한 힘도 유한요소법에 의해서 정식화되고 모델링된다. 유한요소 방정식에 적합한 파력을 구하기 위해서 여러 가지 파도이론 가운데서도 Airy의 파도이론이 시험되고 선정되었다. 조류의 후방와류에 기인한 횡방향 양력은 Strouhal 진동수와 적절한 양력계수를 가진 간단한 조화함수에 기초한다 파일에 대한 고유진동수 해석과 주파수 응답해석은 정식화 결과를 NASTRAN에 입력하여 계산되었다. 여기서 제안된 절차에 의해 얻어진 동적 변위와 응력의 결과는 기본설계해석 단계로서 해양파일의 파력과 조류 양력에 의한 동적거동을 구할 수 있으며 설계에 응용될 수 있음을 보여준다

• 한국자기학회:학술대회 개요집
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• 한국자기학회 2006년도 동계학술연구발표회 및 자성 스핀트로닉스 국제학술대회
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• pp.92-93
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• 2006

• 한국자기학회:학술대회 개요집
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• 한국자기학회 2009년도 임시총회 및 하계학술연구발표회
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• pp.21-21
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• 2009

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 2001년도 한국해안해양공학발표논문집 Proceedings of Coastal and Ocean Engineering in Korea
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• pp.125-130
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• 2001

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.1407-1412
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• 2004

Impedance calculations of electric railway traction systems is essential to define characteristics and to design it. The self impedance is defined voltage drop rate per unit length, the mutual impedance is represented as a voltage induced to transmission line from transmission line. The self and the mutual impedance are influenced by ground return currents. The earth is considered as a semi-infinitely extended non-ideal conductor. The current of transmission line produces earth current induced magnetically and it flow through a path having minimum impedance. Carson proposed the impedance calculation formula using wave equations and magnetic field equations. Though the formula have an improper equation, that is still used as a standard impedance calculation method. This paper introduced an impedance calculation method that the complex depth of earth return method assumes that the current in conductor returns through an imagined earth depth path located directly under original conductor at a depth of. In this paper, we showed that this proposed method has a closed form and is easier than Carson's.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 추계학술대회 논문집
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• pp.29-33
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• 2002

A procedure of free span and fatigue analysis of offshore pipelines was made per DNV-RP-F105, 2002. The new method includes the axial force and deflection load in pipelines. The screening criteria were used to calculate the allowable span lengths. The screening criteria allow small amplitudes of vortex-induced vibration due to wave and current loading. However, the induced pipe stress is very small and usually below the limit stress of a typical S-N curve. A simplified method was established to calculate the fatigue damage due to long-term current distribution. The long-term current statistics was assumed with a 3-parameter Weibull distribution. The fatigue damage was estimated for the span lengths obtained from the screening criteria for various conditions. Sample calculations show the effect of axial force for various boundary conditions.

• Ocean Systems Engineering
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• 제6권2호
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• pp.161-189
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• 2016

This paper provides a practical stochastic method by which the maximum equilibrium scour depth around a vertical pile exposed to random waves plus a current on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsøe (2002). The present approach is valid for wave-dominant flow conditions. Results for random waves alone and random wave plus currents have been presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method. For random waves alone it appears that the approximate method can replace the stochastic method, whereas the stochastic method is required for random waves plus currents. Tentative approaches to related random wave-induced scour cases on mild slopes are also suggested.