• Geophysics and Geophysical Exploration
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• v.1 no.1
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• pp.8-18
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• 1998

In exploration seismology, the Kirchhoff hyperbola has been successfully used to migrate reflection seismo-grams. The mathematical basis of Kirchhoff hyperbola has not been clearly defined and understood for the application of prestack or poststack migration. The travel time from the scatterer in the subsurface to the receivers (exploding reflector model) on the surface can be a kinematic approximation of Green's function when the source is excited at position of the scatterer. If we add the travel time from the source to the scatterer in the subsurface to the travel time of exploding reflector model, we can view this travel time as a kinematic approximation of the partial derivative wavefield with respect to the velocity or the density in the subsurface. The summation of reflection seismogram along the Kirchhoff hyperbola can be evaluated as an inner product between the partial derivative wavefield and the field reflection seismogram. In addition to this kinematic interpretation of Kirchhoff hyperbola, when we extend this concept to shallow refraction seismic data, the stacking of refraction data along the straight line can be interpreted as a measurement of an inner product between the first arrival waveform of the partial derivative wavefield and the field refraction data. We evaluated the Kirchhoff hyperbola and the straight line for stacking the refraction data in terms of the first arrival waveform of the partial derivative wavefield with respect to the velocity or the density in the subsurface. This evaluation provides a firm and solid basis for the conventional Kirchhoff migration and the straight line stacking of the refraction data.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.3B
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• pp.323-334
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• 2008

Present study examined the functionality of the solitary wave (tsunami) control of the two-rowed porous submerged breakwater by numerical experiments, using a numerical wave tank which is based on the Navier-Stokes equation to explain fluid fields and uses a Volume of Fluid (VOF) method to capture the free water surface. Solitary wave was generated by the internal wave source installed within the computational zone in the numerical wave tank and its wave transformations by structure were compared with those in the previous study. Comparisons with the precious numerical results showed a good agreement. Based on these results, several tow-dimensional numerical modeling investigations of the water fields, including wave transformations, reflection, transmission and energy flux, by the one- and two-rowed permeable submerged breakwater under solitary waves were performed. Even if, it is a research of the limited scope, in case of two-rowed permeable submerged breakwater with $h_0/h=0.925$ ($h_0$ is height of submerged breakwater and h is water depth), the wave height damping in range of $l/L_{eff}>0.4$($L_{eff}$ is effective distance of solitary wave) can reach nearly 60% of the incident wave height. In addition, it is found that reflection coefficient increases nearly 47% and transmission coefficient decreases nearly 18% than one-rowed one. The numerical results revealed that the tow-rowed submerged breakwater can control the incident solitary wave economically and more efficiently than the one-rowed one.

• Proceedings of the KSR Conference
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• 2011.10a
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• pp.2650-2652
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• 2011

The fiber reinforced composite materials have many advantages due to their high strength-to-density ratios. Thus they have been widely used in many industrial applications. As the wave propagation are closely related to dynamic analysis of structures, it is very important to predict them. This paper presents a wave propagation in the axially loaded axial-bending-shear coupled composite laminated beams which are represented by the Timoshenko beam models based on the first-order shear deformation theory.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.134-137
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• 1998

항내의 파랑장을 구하는 것은 항만설계상 중요하다. 요즈음에는 많은 경비와 노력을 요하는 수리모형실험대신에 다양한 수치해석이 행하여 지고있다. 그러나 회절 및 다중반사, 굴절 등 복잡한 파의 변형을 표현할 수 있는 수치해석 방법으로 여러 가지가 제안되어 있지만 아직 충분한 수준은 아니라고 판단된다. 등수심에 대해서는 이미 확립되어져 있는 Green함수법을 변수심장에 응용하기 위해서 변수심장에 대한 점원파(source waves)의 기본해(unit solution)를 구하는 것이 본 연구의 목적이다. (중략)

• Journal of the KSME
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• v.29 no.6
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• pp.618-626
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• 1989

자동차용 메타놀 연료는 석유파동 이후의 석유 대체연료라는 관점에 저공해 연료의 관점이 추가 되어 최근 그 도입에 대한 연구가 활발해지고 있다. 메타놀 자동차에 관해서는 종래의 기초검토 의 단계로부터 서서히 실용화를 향한 내구, 신뢰성을 포함한 많은 과제의 검토단계로 이행되고 있다. 수소엔진의 연구는 아직 초보단계에 있으며 안전성에 대해서는 일반이 염려하고 있는 것과 같은 위험성은 없지만 금후 자동차용으로서의 안전성에 관한 실험이 필요할 것이다. 수소의 장 점을 살려 결점을 없애기 위해서는 LH2탱크, LH2펌프 4사이클 실린더내 분사가 이상적으로 생 각되고 있다.

• 전기의세계
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• v.40 no.5
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• pp.36-43
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• 1991

1947년의 1차 석유파동 이후 에너지 가격의 지속적인 상승과 수급 불안에 의해 각국은 에너지 산업의 효율적 운영이 국민생활에 미치는 영향이 지대함을 절실히 느껴 이에 대한 능동적 대처를 위해 총력을 기울여 왔다. 우리나라에서도 2000년대에 복지국가 건설을 위한 산업고도화와 안정적 성장기반구성을 위해서는 원자력산업은 효율성 높은 에너지 정책 수립이 무엇보다도 절실하게 요청되어 왔으며 이와 관련하여 합리적인 전력사업을 위한 대책 강구는 중요한 당면 과제가 되고 있다. 부하연구는 적정 예비율을 감안한 발.송.배전 투자계획 수립에 기초 정보를 제공하는데 있으며, 장.단기 부하전망 및 이러한 상황을 전제로 한 우리 실정에 맞는 부하관리 정책모색에 근거자료가 된다.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1993.07a
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• pp.142-145
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• 1993

쇄파대 내에서는 여러가지 흐름이 상호 간섭하면서 작용하기 때문에 극히 복잡한 흐름장이 형성 된다. 해빈의 제반 동역학에 있어서 최우선되는 작용력은 파동 이지만, 흐름 또한 표사와 확산현상을 지배하는 중요한 요인이다. 특히 쇄파대 내외의 천수역에서는 해류나 조류 등 지구 물리학적 크기의 흐름보다는 소위 해빈류가 문제가 되는 경우가 많다. 해빈류계는 그 평면적인 흐름의 형태에 따라 연안류계(longshore current system), 순환류계(symmetrical celluar system), 사행류계(meandering system) 등 3가지로 분류된다(Basco, 1982). (중략)

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.19 no.5
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• pp.408-417
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• 2007

Recently, an artificial beach has been constructed compensating for loss of the natural one caused by the development of coastal area, as well as serving as a location for recreational activities such as sea bathing. It is well known that some structure should be constructed to protect an artificial beach from the outflow due to wave action of the reclaimed sand. In general, dike is utilized as the structure to protect an artificial beach. And, one of the factors which may need to be taken into consideration for stability of dike on seabed foundation is the ground water behavior behind dike. However, the interrelated phenomena of nonlinear wave and ground water response have relatively little attention although these interactions are important for stability of structure and sand suction to the artificial beach. In this paper, the numerical wave tank was developed to clarify nonlinear wave, dike and ground water dynamic interaction, which can simulate the difference of ground water and mean water level. Using the developed numerical wave tank, the present study investigates how variation of ground water level influences hydrodynamic characteristics in seabed around dike and numerically simulates the wave fields, pore flow patterns, pore water pressures and vorticities according to variation of ground water level. Numerical results explain well how hydrodynamic characteristics in seabed around dike is affected by the variation of ground water level.

• Geophysics and Geophysical Exploration
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• v.5 no.1
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• pp.33-45
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• 2002

It was necessary to devise new techniques to overcome and enhance the resolution limits of traveltime tomography. Waveform inversion has been one of the methods for giving very high resolution result. High resolution image could be acquired because waveform inversion used not only phase but amplitude. But waveform inversion was much time consuming Job because forward and backward modeling was needed at each iteration step. Velocity-stress method was used for effective modeling. Resolution limits of imaging methods such as travel time inversion, acoustic and elastic waveform inversion were investigated with numerical models. it was investigated that Resolution limit of waveform inversion was similar tn resolution limit of migration derived by Schuster. Horizontal resolution limit could be improved with increased coverage by adding VSP data in cross hole that had insufficient coverage. Also, waveform inversion was applied to realistic models to evaluate applicability and using initial guess of travel time tomograms to reduce non-linearity of waveform inversion showed that the better reconstructed image could be acquired.

• Journal of Apiculture
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• v.32 no.3
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• pp.191-198
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• 2017

Vespa hornets are notorious predators of honeybees in Korean beekeeping. Detection of vespa hornet attacking on honeybee colony was tried through analysis of wing beat frequency profiling from Vespa mandarinia. Wing beat profiles of V. mandarinia during active flight and resting were distinctively different. From the wing beat profiling, algorithm of automated detection of vespa attack was encoded, and alert system was developed using Teensy 3.2 and Raspberry pi 3. From the laboratory testing, the prototype system successfully detected vespa wing beats and delivered the vespa attack information to the user wirelessly. Further development of the system could help precision alert system of the vespa attack to apiary.