• Journal of Korean Society of Coastal and Ocean Engineers
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• v.13 no.3
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• pp.254-261
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• 2001

It is well known that when long waves propagate from deep ocean onto a continental shelf with a very steep continental slope, the waves reflected from the shore can not propagate offshore and are re-reflected from the continental slope so that large water level fluctuations are induced near the shore. Liu(1986) has analyzed this phenomenon by assuming a topography which has a depth discontinuity along a semicircular offshore boundary, but his solution is erroneous. In the present paper, we correct his analytical solutions for a straight shoreline and a rectangular harbor. The corrected solution is then compared with the numerical results of the Galerkin finite element model of Jeong et al.(1998), which is based on the extended mild-slope equation.

• Bulletin of the Society of Naval Architects of Korea
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• v.26 no.2
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• pp.49-63
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• 1989

Wave drift forces which are small in magnitudes compared to the first order wave exciting forces can cause very large motion of a vessel in waves. In this paper a theoretical and experimental analysis is made of the mean and slowly varying wave dirft forces on the semi-submersible platform. Theoretical calculations are performed by using near field method with three dimensional diffraction theory and model tests are carried out in regular and irregular waves with a 1/60 semi model. Test results are compared with theoretical calculations and the mooring spring effects in the test are discussed.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.24 no.2
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• pp.120-127
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• 2012

Exploratory data analysis was carried out by using the long-term wave climate data in Sokcho coastal zone. The main features found in this study are as follows. The coefficient of variations on the wave height and period are about 0.11 and 0.02, respectively. It also shows that the annual components of the wave height and period are dominant and their amplitudes are 0.24 m and 0.56 seconds, respectively. The amount of intra-annual variation range is about two times greater than that of the inter-annual variation range. The distribution shapes of the wave data are very similar to the log-normal and GEV(generalized extreme value) functions. However, the goodness-of-fit tests based on the KS test show as "rejected" for all suggested density functions. Then, the structure of the timeseries wave height data is roughly estimated as AR(3) model. Based on the wave duration results, it is clearly shown that the continuous and maximum duration is decreased as a power function shape and the total duration is exponentially decreased. Meanwhile, the environment of the Sokcho coastal zone is classified as a wave-dominated environment.

• Bulletin of the Korean Space Science Society
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• 1992.10a
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• pp.20-20
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• 1992

격변 변광성의 일종인 DQ Her형 별(Intermediate Polar Star; IP)이 자기장에서 방출하는 가시광선은 자전주기에 따라 그 강도가 변한다. 이러한 쌍성계에서 백색 왜성인 주성의 주번에 자기력 선을 따라 정도의 물질이 주계열성인 반성으로부터 accretion 된다. 이 물질은 주성 표면에서 충격파로 생긴 X-선원에 의해 reemission 되는 데, 이런 현상적인 모델을 만들어 관측적으로 나타나는 자전주기에 따른 가시광선의 강도 변화를 설명하였다. 이런 결과가 IP 에서 방출되는 가시광선 관측의 분석과 이런 종류의 쌍성계가 가지는 궤도기울기, accretion rate, 공전축에 대한 자전축의 기울기, interaction radius 등의 물리적 상수를 결정하는 데 응용될 수 있음을 보이려고 한다.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2002.08a
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• pp.35-41
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• 2002

천해역에서 관찰되는 장주기파는 발생 기구에 따라서 surf beat, setdown wave, locked wave, 또는 Far-infra-gravity wave 등으로 다양하게 불리 우며, 모두 0.5-수 분대의 주기를 갖는다. 이들은 정의에 따라 약간씩 다르기는 하지만 모두 계류된 선박의 동요뿐만 아니라 해안선 침식과도 밀접한 관련이 있다는 것이 일반적으로 인정되고있다(가등 등, 1989). (중략)

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.30 no.6
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• pp.306-318
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• 2018

In order to evaluate the seismic capacity of massive vertical type breakwaters which have intensively been deployed along the coast of South Korea over the last two decades, we carry out the preliminary numerical simulation against the PoHang, GyeongJu, Hachinohe 1, Hachinohe 2, Ofunato, and artificial seismic waves based on the measured time series of ground acceleration. Numerical result shows that significant sliding can be resulted in once non-negligible portion of seismic energy is shifted toward the longer period during its propagation process toward the ground surface in a form of shear wave. It is well known that during these propagation process, shear waves due to the seismic activity would be amplified, and non-negligible portion of seismic energy be shifted toward the longer period. Among these, the shift of seismic energy toward the longer period is induced by the viscosity and internal friction intrinsic in the soil. On the other hand, the amplification of shear waves can be attributed to the fact that the shear modulus is getting smaller toward the ground surface following the descending effective stress toward the ground surface. And the weakened intensity of soil as the number of attacking shear waves are accumulated can also contribute these phenomenon (Das, 1993). In this rationale, we constitute the numerical model using the model by Hardin and Drnevich (1972) for the weakened shear modulus as shear waves go on, and shear wave equation, in the numerical integration of which $Newmark-{\beta}$ method and Modified Newton-Raphson method are evoked to take nonlinear stress-strain relationship into account. It is shown that the numerical model proposed in this study could duplicate the well known features of seismic shear waves such as that a great deal of probability mass is shifted toward the larger amplitude and longer period when shear waves propagate toward the ground surface.

• Proceedings of the Optical Society of Korea Conference
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• 2007.02a
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• pp.233-234
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• 2007

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1991.07a
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• pp.11-17
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• 1991

현재 사용중인 대부분의 항만부진동 예측을 위한 수치모형은 Lee(1969), Chen and Mei(1974)의 경우와 같이 Helmholtz 방정식을 사용하고 있으나 여기에는 경계면에서의 에너지 흡수 및 해저면 마찰에 의한 에너지 감쇠가 제외되었다. 그러나, 항내 파랑응답 문제에서는 경계면에서의 흡수와 해저면 마찰에 의한 에너지 감쇠가 중요한 역할을 하는 것으로 보고되고 있다(Ganaba et al., 1982).(중략)

• Proceedings of the Korean Vacuum Society Conference
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• 2016.02a
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• pp.227.2-227.2
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• 2016

환형 전자 빔이 진행됨에 따라 표면파의 전단 유동에 의해 발생 및 진행되는 diocotron instability(다이오코트론 불안정성)를 안정시키기 위해, 나선형 자기장이 인가된 상황을 2차원 PIC 시뮬레이션을 통해 구현하고 그 효과에 대한 조사가 수행되었다. 나선형 자기장은 2차원 단면 상에서 회전하는 자기장으로 표현되었고, 이에 대해서 자기장이 회전하는 각도와 회전 주기, 회전 방향을 변수로 하여 그 효과를 나타내었다. 결과적으로, 자기장이 회전 하는 방향과 전자 빔이 회전하는 방향이 반대가 되었을 때, diocotron instability가 진정되는 효과를 얻었으며 이는 불안정성의 근원인 전단 유동을 완화시킴으로써 얻어진 결과임이 확인되었다. 이 때, 동반되는 밀도 분산 현상에 대해서도 고려가 되었고, 결론적으로 인가되는 나선형 자기장에 대하여 가장 적절한 조건에 대한 조사가 수행되었다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.2 no.2
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• pp.75-82
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• 1990

A Wave transformation including wave breaking in shallow water region is a non-linear and discontinuous Phenomenon. Therefore, a so-called individual wave analysis (or a wave by wave analysis) rather than spectral approach seems to be adequate to investigate the wave transformation in such regions. In this study, a theoretical joint distribution of wave height, period and wave direction of zero-down crossing waves, which is required in the individual wave analysis in the shallow water region, is derived based on the hypothesis that sea surface is a Gaussian stochastic process and that a band-width of energy spectra is sufficiently narrow. The derived i oint distribution is found to be an effective measure to investigate characteristics of three-dimensional random wave field in shallow water through field measurements.