• Journal of the Korean Institute of Telematics and Electronics
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• v.8 no.3
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• pp.27-32
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• 1971

This paper presents the analysis of the amplitude distortion occurring in the transmission of super wideband AM signal when the amplitude and phase variations of the upper and lower sidebands of the AM signal are symmetrical, and odd symmetrical with respect to the carrier. It is shown that the case where the amplitude variations of the upper and lower sidebands of AM signal are symmetrical with respect to the carrier while the phase variations of the upper and lower sidebands are odd symmetrical with respect to the carrier induce, no amplitude distortion in AM signal transmission.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.14 no.4
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• pp.293-306
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• 1989

In this paper, the models and characteristics of multipath propagation in an urban environment are described. Three propagation models(a random model, a ray model and a method of estimating time delay is proposed based on the envelope correlation between two radio frequencies. It is shown on the basis of laboratory simulation and field tests that the simple two-ray model is an adequate model for the fundamental study of the multipath propagation characteristic of the mobile radiowave and the estimating time delays of multipath-propagated waves in an urban area.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.148-148
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• 2012

제방의 붕괴는 전체 수공구조물 중 70%를 차지하고 있으며, 그 중 월류에 의한 피해가 40%로 가장 많은 비율을 차지하고 있다. 제방을 월류하여 제내지로 유입되는 붕괴유량은 높은 속도로 제내지로 전파된다. 제방붕괴로 인한 피해를 줄이기 위해서는 이러한 붕괴파의 거동에 대한 연구가 필요하다. 기존의 연구들에서는 제방의 붕괴를 수문의 개방으로 가정하여 제내지 유입을 재현하였다. 본 연구에서는 제방의 규격은 높이 3 m, 정부폭 3 m, 사면경사가 1:2인 제방에 대해서 1/10 축척으로 수리모형실험을 실시하였으며 제방의 붕괴부를 모래를 축조하여 이동상으로 제작하였고 이동상 제방의 길이는 4 m이다. 제방에 월류를 유도하여 붕괴를 유발하였으며 홍수파가 제내지로 유입되는 속도 및 경향을 기록하였다. 제내지는 길이 6 m, 폭 6 m로 수평하게 제작하였다(그림 1 참조). Froude 수 변화에 따라 제내지로 유입되는 범람홍수파의 전파 경향을 분석하였으며 그 결과 Froude 수가 클수록 선단 홍수파의 방향이 하류방향으로 전파되는 경향을 나타냈다.

• Economic and Environmental Geology
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• v.37 no.2
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• pp.185-193
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• 2004

A physical model experiment was conducted using a sand and gravel-filled tank model, to investigate the influence on the GPR response of LNAPL vapor phase effects in the unsaturated zone and of residual phase of LNAPL trapped in the saturated zone. Background measurements of GPR were made with only water in the tank using a fluctuating water table model. Gasoline was, then, injected into the bottom of the model tank to simulate a subsurface discharge from a leaking pipe or tank at depth, obtaining GPR data with rising and lowering of water table. Results from the experiment show the GPR sensitivity to the changes in the moisture content in the vadose zone and its effectiveness for monitoring minor fluctuation of the water table. The results also demonstrate a potential of GPR for monitoring possible vapor phase effects of volatile hydrocarbons in the vadose zone as a function of time, and for detecting the effects of residual phase of hydrocarbons in the water saturated system. In addition, the results provide the basis for a strategy that has the potential to successfully detect and delineate residual LNAPL contamination in the water-saturated system at field sites where the conditions are similar to those simulated in the physcial models described herein.

• Journal of Energy Engineering
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• v.24 no.1
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• pp.114-122
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• 2015

In the high convective gas flow condition, irregular shaped water waves from which droplet entrainment occurs are generated under horizontally stratified two-phase flow condition. KAERI proposed a new mechanistic droplet entrainment model based on the momentum balance equation consisting of the shear stress, surface tension, and gravity forces. However, this model requires correlation or experimental data of several physical parameters related to the wave characteristics. In the present study, we tried to measure the physical parameters such as wave slope, wave hypotenuse length, wave velocity, wave frequency, and wavelength experimentally. For this, an experiment was conducted in the horizontal rectangular channel of which width, height, and length are, respectively, 40 mm, 50 mm, and 4.2 m. In the present test, the working fluids are chosen as air and water. The PIV technique was applied not only to obtain images for phase interface waves but also to measure the velocity field of the water flow. Additionally, we developed the parallel wire conductance probe for the confirmation of wave height from PIV image. Finally, we measured the physical parameters to be used in the validation of new droplet entrainment model.

• 한국해양학회지
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• v.28 no.3
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• pp.177-185
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• 1993

The theory for long wave scattering (Proudman, 1914: Longuet-Higgins, 1970) is applied to a tidal-frequency Kelvin wave propagating around a small cylindrical island in a shelf sea of uniform depth. The theory includes the effects of bottom friction on wave propagation. The theoretical analysis of the Kelvin wave around the island. this amplitude change results in a uniform amplitude of the total wave along the circumference of the island in an inviscid fluid, and the dynamic cause of this is explained in terms of Coriolis effects. Bottom friction attenuates the amplitude of the total wave from the frontal side of the island to the leeward side, but the amplitude variation along the coast becomes symmetric to the line connecting both idea. The phase of the scattered wave contributes to more rapid travel of the total wave in the front and leeward side than farther offshore. The effects of bottom friction on the wave phase around the island are negligible.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.19 no.3
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• pp.183-193
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• 2007

Analytic solutions are derived for wave scattering by a semi-infinite breakwater or a breakwater gap with partially reflective front and fully reflective back. The water depth is constant and a regular wave train is normally incident to the breakwater. Wave scattering is studied based on the linear potential wave theory. The governing equation is transformed into ordinary differential equation by using the method of variation of parameters and coordinate transformation. Comparison with finite element numerical solution shows that the analytic solution obtained in this paper gives quite good results. Using the analytic solution, the tranquility of harbor entrance is investigated by changing the reflection coefficient at the breakwater.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.19 no.3
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• pp.228-236
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• 2007

An analytical solution for long waves propagating over an asymmetric trench is derived. The water depth inside the trench varies in proportion to a power of distance from the center of the trench. The mild-slope equation, governing equation, is transformed into second order ordinary differential equation with variable coefficients by using the long wave assumption and then the analytical solution is obtained by using the power series technique. The analytical solution is confirmed by comparison with the numerical solution. After calculating the analytical solution under various conditions, the results are analyzed.

• 한국지구물리탐사학회:학술대회논문집
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• 2010.10a
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• pp.55-55
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• 2010

북한 지난 2006년 2009년에 두차례 핵실험을 실시하였다. 이 핵실험은 한국, 일본, 중국에 위치한 지진관측소에 높은 신호대 잡음비를 보이며 관측이 되었다. 북한 핵실험의 지진파형 자료를 분석하여 북한 핵실험 특성 파악을 수행한다. 또한 지역지진파의 전파 경로별 변화 특성을 살펴본다. 한반도의 경우, 동해의 지각구조가 급격하게 변화하므로 동해를 가로지는 경로상에 급격한 지역지진파 변화가 관측된다. 이러한 지역지진파의 경로별 변화로 인해 관측소별 판정에 있어 어려움을 야기한다. 여러 관측소 자료를 종합 분석하는 핵실험 탐지 방법을 제시하며, 이를 북한 핵실험에 적용한다. 과거 구소련과 미국의 핵실험 자료와의 차이점을 살펴보고, 북한 핵실험의 탐지의 효율성을 위해 고려해야 할 사항에 대하여 토론한다. 과거 두 번의 북한 핵실험의 특징인 스펙트럼상의 모서리주파수 부근 에너지 강화 현상이 강하게 관측되며, P파의 상대적 강화 현상이 관측된다. 또한 2010년 천안함 침몰사건에 대하여 지진학적 기법을 활용하여 천암한 침몰 원인에 대하여 추정한다. 침몰 사건시간대에 기록된 지진파형 기록을 수집하여 분석한다. 3개의 관측소 지진파형 자료가 분석에 활용된다. 지진파의 분석을 통해 진앙위치를 추정하며, 지진파형에 드러난 특성을 통해 천암함 침몰과의 연관성을 유추한다. 또한, 지진파 진폭과 주파수 특성을 통해 진원 특성과 침몰 원인등을 추정한다.

• Journal of Korea Water Resources Association
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• v.36 no.3 s.134
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• pp.413-422
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• 2003

Numerical analysis for the Bragg reflection due to sinusoidally varying seabeds tying on a sloping beach was performed by using a couple of ordinary differential equations derived from the Boussinesq equations. Incident waves were wane groups generated by two short waves with slightly different phases. Effects of the slope of a seabed to the reflection were investigated in detail. It is shown that the reflection of long waves enhanced by increasing the slope of a seabed. This phenomenon caused by increase of wave amplitude due to increase of nonlinearity and shoaling.