• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.4
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• pp.248-257
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• 2010

Applicability of the MIKE21 model as a real time coupled tide-surge model is examined prior to the application as an inundation model. Though the model domain contains the whole southern coasts of Korean Peninsula, the results of tide simulations show good agreement with the observed values. Moreover, the coupled tide-surge model simulates water levels well, especially near the sites which typhoon MAEMI(0314) struck, such as at Tongyung, Masan and Pusan. In addition, it is confirmed that the interaction between storm surge and tide is notable where the water depth is small and the tidal range is large, which indicates the necessity of coupled model especially at the southwestern coast.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1929-1933
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• 2008

조석에 의한 지하수위변동이 발생하는 해안가 암반대수층에서 고조(high tide)과 저조(low tide) 조건에서의 차이를 규명하기 위한 양수시험이 수행되었다. 본 연구에서 양수시험이 수행된 시험대 수층은 암반층으로서 시험공들은 해안가에서 약 180 m 이격되어 있으며, 양수정(MW1공)과 관측정(MW2공)의 이격거리는 8.05 m 이다. 양수정과 관측정 모두 공 내경은 0.205 m 이며, 케이싱심도는 지표면하 19 m 정도이다. 그리고, 양수정과 관측정의 지하수위는 지표면하 5 m 정도에 형성 되어 있으며, 시험대수층의 두께는 약 40 m 정도이다. 양수시험은 총 3회 수행되었으며, 모든 시험에서 수중모터 설치심도는 지표면하 30 m 이고 양수율은 $75\;m^3/day$로서 동일하였다. 그러나, 양수시작 시간의 차이를 두어 고조 후 1회(1차 시험), 저조 후 2회(2차 및 3차 시험) 수행되었다. 양수정과 관측정에서 자동수위측정기(Model 3001, Solinst)를 설치하여 관측된 지하수위변동 자료에 의하면, 조석현상 발생 후 시험공 내 지하수위변동 경과시간은 고조(high tide) 후 2시간, 저조 (low tide) 후 1시간 정도인 것으로 나타났다. 따라서, 양수시험 시 1차 시험은 고조 후 2시간 경과한 시점에서, 2차 및 3차 시험은 저조 후 1시간 경과한 시점에서 양수가 시작되었다. 양수시험에 의한 경과시간에 따른 수위강하량 그래프에서는 고조조건이 저조조건에 비해 수위강하량이 더 적은 것으로 나타났다. 이러한 원인은 저조에 비해 고조 조건에서는 해수에 의한 지하수위가 상승하여, 동일한 양수조건에서 수위강하량이 적게 나타난 것이다. 양수시험 자료가 AQTESOLV 3.5 프로그램을 이용하여 해석되었다. Theis method에 의해 산정된 수리전도도는 고조 조건의 양수시험에서는 $4.159{\times}10^{-6}\;m/sec$, 저조 후에서는 각각 $3.818{\times}10^{-6}\;m/sec$와 $3.926{\times}10^{-6}\;m/sec$ 이었다. 저조 후에 비해 고조 후의 수리전도도가 5% 이상 높은 것으로 산정되었다. 이상의 연구 결과들에 의해, 해안가 암반대수층에서는 양수시험 시 조석효과에 의한 수리적인 변동을 고려한 설계와 해석이 수행되어야함을 확인할 수 있었다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.15 no.2
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• pp.97-107
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• 2003

In order to evaluate the effect of dry-wet treatment on well developed tidal flats along the complex coastal line in the western part of Korean Peninsula, we adopted a finite element tidal hydrodynamic simulation model, ADCIRC incorporating newly suggested dry-wet option and applied it to Chonbuk coastal area and Keum river estuary. Model comparison with observed current data by RMS error in the Chonbuk area shows very good agreement within 1cm/sec of tidal velocity difference and 3％ of error to maximum tidal currents. However there is not seen any significant advantages in dry-wet treatment. For the tidal volume tests in the Keum river estuary, the differences are satisfied within 5％ nevertheless of dry-wet treatment but in a near cross section it marks over 20％. However both results are almost same in tidal residual tests. Thus it can be concluded that dry-wet option is not always necessary in the simulation of long-term dispersion analysis.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.36-39
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• 1998

불규칙파를 스펙트럼파로 파악하여 조석 조건하 천해역에서 천수, 굴절, 회절, 마찰 및 쇄파 등에 의하여 불규칙파가 변이하는 현상을 해석하였다. 지배방정식은 에너지보존식과 파수백타보존식인데 파수벡타보존식에 회절효과를 고려하는 항을 포함하였다. 스텍트럼형상을 재현하기 위하여는 선형누적법을 사용하였으며, 스펙트럼파에 대한 대표 마찰계수를 간단히 산정하는 약산식을 사용하여 마찰손실효과를 고려하였다. (중략)

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.27 no.1
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• pp.25-37
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• 2015

Tide-surge interaction during typhoon periods has been analyzed. The quantitative analysis of the Chi-square test shows that the interaction is most prominent at the Southwestern coast whereas the Western and the Southeastern regions are not. Patterns of surge type were divided into two groups, that is, steep type and mild type. Then, the interaction was turned out to be more prominent for mild type data. The weak interaction at the Western region is considered due to negative surges when the south-track typhoons attack. However, the interaction is remarkable when the west-track typhoons attack. The weak interaction at the Southeastern coast is, on the other hand, considered due to abundance of the steep type typhoons. Thus, inundation risk would be so apprehensive at that region because large-scale surge might be caused even at high tide.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.5 no.4
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• pp.338-349
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• 1993

Most of numerical models for studying tide-induced residual currents (TIRC) were to dimensional depth averaged models which were confined to anlayze the horizontal structure of TIRC. In this study, TIRC occurring around a circular island was simulated with the three-dimensional spectral model which employed by the finite difference method in the horizontal direction and the expansion of basis function in the vertical direction. The main results of numerical experiment can be summarized as follows. Firstly. both topographic and nonlinear effect played an important role in the generation of TIRC. Secondly, when the currents were rotary clockwise. the horizontal structure of TIRC appeared to rotate in the same direction. These results were consistent with those of previous studies of two-dimensional numerical models.

• Journal of Ocean Engineering and Technology
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• v.10 no.1
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• pp.100-107
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• 1996

In this paper, we report the results of the experimental study on the flow and the mass transport around a square harbor driven by a tidal effect. The model harbor is composed of a uniform water-depth with a straight breakwater. The harbor is connected to the outer ocean by an entrance region having the same shape as the harbor. We investigated two cases, one having another breakwater in the place between the entrance region and the outer ocean, and the other without it, The surface and bottom flow patterns of the model container are visualized by using light particles and dye, respectively. It was shown that the inner harbor and the entrance region have well-organized, large vortical residual flows, and the material transport between the entrance and outer region is however significantly different for two cases; when the breakwater is built between the two regions, the transport is far better than that without it, which is clearly contrary to our common sense that the breakwater would block the dispersion of the materials between the harbor and the outer ocean.

• 월간낙농육우
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• v.36 no.5
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• pp.90-96
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• 2016

• 월간낙농육우
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• v.31 no.1
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• pp.118-127
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• 2011

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.26 no.6
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• pp.352-358
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• 2014

Hourly tide-gauge data at 10 tide stations along the West/South coasts were analysed statistically for tidesurge interaction. Interactions were found at all stations except Busan, prominently at the western tip of the South coast near Mokpo and Wando. A well-known interaction pattern which occurs at flood tide was found rarely at domestic coasts, while another pattern of the tide-modulated surge which occurs at low tide was detected frequently. In addition, a new interaction pattern which occurs at ebb tide is discovered. This pattern is found at Mokpo where the ebb dominance is prominent. Finally, the skew surge could be considered as a tool coping with such interactions.