• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1459-1463
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• 2004

최근 빈번하게 발생하는 기상이변현상의 하나로 발생한 제14호 태풍 "매미"는 한반도 남부지방을 통과하면서 강풍과 해일을 동반하여 해안에서는 해일이 발생하여 평균해수면의 상승과 파의 쳐올림(run up)에 의한 월파량(wave overtopping volume)으로 예상치 못한 침수피해가 속출하였다. 태풍으로 인한 주된 피해로써 특히, 침수피해는 이상고조로 인해 평균수위 상승이 만조와 겹침으로써 기존의 호안, 제방 등의 천단고를 넘어서 파의 쳐올림에 의한 월파량으로 호안 배후지의 침수피해가 발생하게 된다. 이러한 월파현상에서 월파량이 축척되면서 배후지에 축척된 수량에 의해 침수피해가 발생되는 근본적인 원인은 파의 쳐올림의 높이에 비해 호안의 제방 높이가 상대적으로 낮다는 데 있다. 우리나라 매립지의 지반고는 과거에 설계 시공한 인근 매립지의 지반고와 동일한 높이로 하고 있는 데 이러한 개념은 인근 지대와 동일조건을 부여하여 배후지에서 발생할 수 있는 여러 가지 문제점을 해결할 수 있는 장점이 많지만, 이건 설계방범은 해안공학적인 측면이 강조되어 설계되었다기보다 사회 경제적 측면을 강조하여 설계되어 왔기 때문에 이번과 같은 태풍에 대한 방재대책이 될 수 없었던 것이다. 따라서 원만한 방재대책이 수립되기 위해서는 과거의 설계방법을 탈피하여 현지조건을 정확하게 조사한 후 이를 근거로 하는 설계가 요구된다. 본 연구는 해안공학적 측면에 중점을 두고 수행하였다. 첫째로, 태풍 제14호 "매미"의 현황을 파악하여 조석현황과 이상고조, 파고추정의 범위를 결정한다. 또, 부산지방의 피해현장을 조사하여 피해의 유사성을 밝힌다. 둘째로, 송도 매립지 호안 전면에서의 월파현상과 월파량을 검토한다. 셋째로, 대체블록에 대해 간략 계산을 통해 유동성을 검토하였다. 이와 같은 연구과정을 통해 태풍이 내습했을 때 호안 배후지내의 월파량 철상을 2차원 수리모형실험을 통해 재현시켜 검토하고, 월파량을 평가기준으로 축척모형을 해안수리학적인 측면에서 검증하였다. 본 2차원 수리모형실험에서 재현시킨 월파량이 현실적으로 어느 정도의 월파량이 되는지는 계산에 의한 방법으로만 추정할 수 있으며, 여기서는 2차원 수리모형실험을 실시했던 자료를 이용하여 현재까지 알려진 방법으로 몇 가지 경우 즉, 현실적으로 일어날 가능성이 있는 최악의 경우에 대해 계산한 겉과, 동일조건에서 축척이 적을수록 추정 월파량이 많음을 알 수 있었다. 이것은 태풍이 내습하여 현실적으로 발생했던 월파량이 더욱 많았음을 유추할 수 있다. 또한, 태풍과 같은 자연재해, 특히 월파량에 대해 취약한 구조를 가진 호안의 경우 여러 가지 대안 중 인공쇄파대(artifical reef)와 같은 완충지대를 갖는 호안을 축조함으로써 월파량을 감소시키는 대안으로 제시하고자 한다. 본 연구 수행을 통해 태풍 내습시 발생 가능한 자연재해에 대한 사전 방지를 목적으로 태풍피해의 원인을 제시하고 이를 해결하여 현재의 방재대책이 항구적인 방재대책으로 전환될 수 있는 방안 마련의 기초 자료로 활용되기를 기대한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.34 no.6
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• pp.335-345
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• 2022

Climate change is accelerating worldwide due to the recent rise in global temperature, and the intensity of typhoons is increasing due to the rise in seawater temperature around the Korean Peninsula. An increase in typhoon intensity is expected to increase not only wind damage, but also coastal damage caused by storm surge. Accordingly, in this study, a study of the method of reducing storm surges was conducted for the purpose of disaster prevention in order to respond to the increasing damage from storm surges. Storm surges caused by typhoons can be expected to be affected by structures located on the track of typhoon, and the effects of storm surges were studied by the eastern coast and the barrier island along the coast of the Gulf of Mexico in the United States. This study focused on this aspect and conducted related research, considering that storm surges in the southern coastal area of the Korean Peninsula could be directly or indirectly affected by Jeju Island, which is located on the track of typhoon. In order to analyze the impact of Jeju Island on storm surges, simulations were performed in various situations using a numerical analysis model. The results of using Jeju Island are thought to be able to be used to study new disaster prevention structures that respond to super typhoons.

• 한국방재학회:학술대회논문집
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• 2007.02a
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• pp.177-180
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• 2007

Numerical simulations on the suspended load in the Do jang fish port are carried out. Suspended load is analysed by using the two-dimensional advection-diffusion equation. To describe behaviors of a pollutant in costal zone, a split-operator method is applied to the numerical model. The advection part is first solved by SOWMAC and then the diffusion part is solved by a three-level locally implicit scheme.

• 한국방재학회:학술대회논문집
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• 2007.02a
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• pp.85-89
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• 2007

Data of the typhoon affecting Korean peninsula from 1951 to 2005 are obtained from the RSMC best track and six climatological characteristics of the typhoons are examined. Local wind speeds are obtained by the physical model for wind fields. Typhoons are generated by the Monte Carlo simulation and their wind speeds are distributed using Weibull CDF. Simulated typhoon wind speeds are used to obtain different wind speeds corresponding their mean recurrence intervals.

• Magazine of the Korean Society of Hazard Mitigation
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• v.7 no.4
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• pp.51-57
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• 2007

근래에 해상물동량의 증가로 선박에 의한 해상운송이 늘어나면서 우리나라 연안뿐만 아니라 전 세계 해상의 교통흐름을 복잡하게 만들었다. 특히, 주요 항만 인접해안, 협수로 및 주요 통항로는 더욱 복잡한 교통흐름을 보여주고 있다. 이에 어느때 보다 선박에 의한 해양사고 발생 가능성이 높아졌다. 이 연구에서는 해양사고가 생길 가능성이 가장 높은 해역에서의 원활한 교통흐름과 안전운항을 위해 우리나라 뿐만 아니라 전 세계적으로 설치 운용중인 VTS 시스템에 대해 고찰 하였다.

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.64.2-64.2
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• 2010

본 연구는 1985년부터 현재까지 서귀포인근 해안에 직접적인 영향을 주었던 태풍들 중 조위편차 및 피해 사례의 영향성을 고려하여 5개의 태풍을 선정하였으며, 본 연구실에서 개발한 수치모형인 HYCEL-WIND를 이용하여 수치적 분석을 실시하였다. 또한 제주해군기지 건설 전 후에 따른 해일고를 비교하며 방파제 설치에 따른 최대해일고의 변화를 분석하였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.34 no.6
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• pp.325-334
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• 2022

It has been more than 30 years since the term climate change began to become popular, but recently, rapid accelerated phenomena are appearing in the form of extreme weather all over the world. It is showing a distinctly different phenomenon from previous years, with heavy rain falling in the Death Valley desert in the U.S., and temperatures rising more than 40 degrees in Europe. In the Korean Peninsula, super typhoons with very strong wind speeds have become a major disaster risk for many years, and the supply of more energy due to the rise in sea temperature increases the possibility of super typhoons, requiring a proactive response. Unlike the method using numerical analysis, this study analyzed past typhoon data to study changes in typhoon characteristics for coastal disaster prevention. Existing studies have targeted all typhoons that have occurred, but in this study, a specific area was set up in the southern ocean of the Korean Peninsula and then a study was conducted. The subjects of the study were typhoons that occurred over the past 40 years from 1980 to the present, and it was confirmed that the maximum wind speed of typhoons affecting the Korean Peninsula increased slightly. The wind speed of typhoons in the specific area is about 80% of the maximum wind speed in their lifetime, and a correlation with ENSO could not be confirmed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.10 no.3
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• pp.115-126
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• 1990

In the past, seawall and sea dike very higher than sea-water elevation had been constructed mainly to prevent the wave overtopping volume. However, the coastal zone is recently developed for the multipurpose of not only preventing from the coastal disaster but conserving the coastal environment and utilizing the coastal space. In this sense, this paper deals with the artificial reef being able to reduce the overtopping volume. Relations of the overtopping volume to the breaking wave are briefly reviewed theoretically, and fundamental factor affecting it are also obtained experimentally form the artificial reef with the irregular waves, In addition, the numerical simulation is developed to investigate the effects of spectral band width for the overtopping volume. The most effective artificial reef section to reduce the overtopping volume is proposed.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.17-28
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• 2011

This study applied the Kalman Filter for real-time forecasting the G/R (ground rain gauge rainfall/radar rainfall) ratio to correct the mean field bias of the very-short-range-forecast (VSRF) rainfall. The MAPLE-forecasted rainfall was used as the VSRF rainfall, also the methodology for deciding the G/R ratio was improved by evaluating the change of G/R ratio characteristics depending on the threshold and accumulation time. This analysis was done for the inland, mountain, and coastal regions, separately, for their comparison. As the results, more stable G/R ratio could be estimated by applying the threshold and accumulation time, whose forecasting accuracy could also be secured. The accuracy of the corrected rainfall forecasting by the forecasted G/R ratio was the best in the inland region but the worst in the coastal region.

• Journal of Korean Society of Forest Science
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• v.103 no.4
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• pp.564-573
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• 2014

The objective of this study was to select a representative coastal disaster prevention forest type for each coastal area. In this study, we used cluster analysis with the results obtained from investigation for density of growing stock, tree height, DBH, and forest width and length of major coastal disaster prevention forests distributed in the west, the south, and the east coasts. The results showed that the coastal disaster prevention forests for each coast were classified into two types: a forest type with small DBH and high growing stock density (W1) or with high tree height (W2) in the west coast, a forest type with small tree height (S1) or with large DBH (S2) in the south coast, and a forest type with small growing stock density (E1) or with small tree height and low DBH (E2) in the east coast. The coastal disaster prevention forests located in Gurye beach (Hwangchon-ri, Wonbuk-myeon, Taean-gun, Chungcheongnam-do) and in Gohsapo beach (Unsna-ri, Byeonsan-myeon, Buan-gun, Jeollabuk-do) were selected as the representative forests of W1 and W2, respectively. In addition, the coastal disaster prevention forests located in Namyang beach (Namyang-ri, Seolcheon-myeon, Namhae-gun, Gyeongsangnam-do) and in Donggo beach (Donggo-ri, Sinji-myeon, Wando-gun, Jeollanam-do) were selected as the representative forests of S1 and S2, respectively. Last, the coastal disaster prevention forests located in Bonggil beach (Bonggil-ri, Yangbuk-myeon, Gyeongju-si, Gyeongsangbuk-do) and in Anmeok beach (Gyeonso-dong, Gangneung-si, Gangwon-do) were selected as the representative forests of E1 and E2, respectively. Our finding is expected to be used as baseline data in establishing the most appropriate coastal disaster prevention forest for each coast.