• 한국해양공학회지
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• 제24권3호
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• pp.31-37
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• 2010

During typhoon periods, coastal regions are often directly flooded by typhoon-surges. There are also many cases where coastal regions are inundated by river inundations or dam breaks. However, most studies on coastal flooding by typhoons have been restricted to cases involving the sea. Flooding by river inundation has been excluded in those studies. Usually ocean numerical models are not applied to river flow because the governing equations for ocean flow and river flow are not the same. For a coastal flooding simulation with river inundation, POM, the three-dimensional numerical ocean model, was applied to the popular river flow problems, dam-break problem, and flows over a spillway. The simulated results showed good agreement with other numerical simulations and measured data, suggesting the possibility of using POM in coastal flooding simulations involving direct coastal surges and river inundations.

• 대한공간정보학회지
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• 제12권1호
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• pp.69-77
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• 2004

국내 기후의 급격한 변화와 국토의 난개발에 따른 자연 재해가 커짐에 따라 연안침수에 의한 재산과 인명피해가 주기적으로 반복되고 있다. 이에 따라 연안침수의 피해위험도가 높은 지역을 파악하여 관련 지역의 주민들에게 지역의 특성을 주지시켜야 할 필요성이 증대되고 있다. 본 논문에서는 연안침수에 의한 피해를 최소화하기 위한 방재형 국토관리의 일환으로 연안침수 시 피난경로와 피난장소, 의약품과 식량 및 주요 구난장비의 위치 등을 상세히 제공할 수 있는 연안침수지도의 프로토타입 제작방안을 제시하였다. 먼저 일본과 미국 등의 선진국 사례 분석과 함께 본 연구의 시범지역인 대부도 남부지역에 대한 GIS 자료구축을 위한 문헌조사와 기구축된 데이터의 확보 및 지역의 특성에 맞는 신규 GIS 자료구축 방법을 제시하였다. 특히, 침수구역을 예측하기 위한 모델링을 지원하기 위한 정확도와 경제성, 객관성과 현실성이 높은 지형공간자료의 효율적인 구축을 강조하였다. 제작된 연안침수지도의 프로토타입은 효율적인 재난관리와 인명 및 재산 피해의 최소화에 기여할 수 있을 것으로 판단되었다. 나아가 이러한 연안침수지도의 제작을 통하여 주민의 침수에 대한 경각심 고취와 함께 사전 교육, 지방자치단체의 침수위험 관리업무에도 활용이 가능할 것으로 사료된다.

• 한국해안해양공학회지
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• 제18권4호
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• pp.348-359
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• 2006

목포시는 낮은 도시기반시설, 하구언 및 방조제 건설에 따른 해양환경 변화 및 지구온난화에 의한 해수면 상승 등에 기인하여 태풍과 같은 악기상 조건을 수반하지 않더라도 해수범람에 의한 저지대 침수피해가 발생하고 있다. 이에 본 연구에서는 MIKE21 모형을 이용하여 해일/범람 모형을 수립하고, 목포지역에 침수피해를 발생시킨 태풍에 대해 적용하였다. 모의는 최근 10년간 내습한 태풍 중 가장 높은 해일고(59 cm)를 발생시킨 태풍 'RUSA(0215)'가 약최고고조위의 조위상황에 내습할 경우 발생할 수 있는 가상상황에 대해 수행되었다. 이때의 조위는 545cm로 금호방조제 건설이후 목포항 10년 빈도의 고극조위(544 cm)에 해당하는 조위이다. 해일/범람모의 결과, 범람이 발생할 경우 내항부근에서 단시간에 넓은 지역의 피해가 예상되고 있어, 이에 대한 방재대책 마련이 요구된다.

• 센서학회지
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• 제21권1호
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• pp.46-52
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• 2012

The rapid water pollution in stream, river, lake and sea in recent years raises an urgent need for continuous monitoring and policymaking to conserve the global clean environment. In particular, the increasing water pollution in coastal marine areas adds to the importance of the environmental monitoring systems. In this paper, the mobile server is designed to gathers information of the water quality at coastal areas. The obtained data by the server is transmitted from field servers to the base station via multi-hop communication in wireless sensor network. The information collected includes dissolved oxygen(DO), hydrogen ion exponent(pH), temperature, etc. By the information provided the real-time monitoring of water quality at the coastal marine area. In addition, wireless sensor network-based flooding routing protocol was designed and used to transfer the measured water quality information efficiently. Telosb sensor node is programmed using nesC language in TinyOS platform for small scale wireless sensor network monitoring from a remote server.

• 한국해양공학회지
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• 제36권6호
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• pp.364-379
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• 2022

Coastal communities have been vulnerable to extreme coastal flooding induced by hurricanes and tsunamis. Many studies solely focused on the overland flow hydrodynamic and loading mechanisms on individual inland structures or buildings. Only a few studies have investigated the effects of flooding mitigation measures to protect the coastal communities represented through a complex series of building arrays. This study numerically examined the performance of flood-mitigation measures from tsunami-like wave-induced overland flows. A computational fluid dynamic model was utilized to investigate the performance of mitigation structures such as submerged breakwaters and seawalls in reducing resultant forces on a series of building arrays. This study considered the effects of incident wave heights and four geometrically structural factors: the freeboard, crest width of submerged breakwaters, and the height and location of seawalls. The results showed that prevention structures reduced inundation flow depths, velocities, and maximum forces in the inland environment. The results also indicated that increasing the seawall height or reducing the freeboard of a submerged breakwater significantly reduces the maximum horizontal forces, especially in the first row of buildings. However, installing a low-lying seawall closer to the building rows amplifies the maximum forces compared to the original seawall at the shoreline.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1996년도 정기학술강연회 발표논문 초록집
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• pp.3-6
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• 1996

On July 12, 1993, a large earthquake (M=7.8) occurred off the south-west of Hokkaido, Japan. The tsunami generated by this earthquake caused a disaster which took a heavy toll of lives, more than 200 persons dead, by the flooding of tsunami in the area of Aonae district in Okushiri island. Investigation after the disaster made clear that southern lowland was flooded by the tsunami coming from west about 5 min after the shock and the second tsunami from the east attacked eastern lowland of the Aonae District about 10 min after the shock. (omitted)

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1998년도 정기학술강연회 발표논문 초록집 Annual Meeting of Korean Society of Coastal and Ocean Engineers
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• pp.1-4
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• 1998

The prediction of wave setup is an important part of modelling coastal inundation and flooding in coastal rivers but there are still some gaps in our knowledge particularly with respect to the conditions in river entrances. One of the reasons that wave setup is still not fully understood, almost fifty years after it was first observed in the field and subsequently reported by Thorndike Saville (1961) and by Dorrestein (1961), is that it is difficult to measure accurately in the field. (omitted)

• 한국지형학회지
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• 제25권3호
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• pp.71-87
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• 2018

As part of further study on Gwangseungri coastal deposits which occurred at 10 ~ 15m above sea level and was analyzed as palaeo-coastal flood-type sediments, six burial ages of six additional samples from the two cross sections (KST1 and, KST2) near to the points of the past study were estimated and the geochemical analysis was performed. Further investigation on the cross section KST1 revealed a reversal of the burial age at the bottom of the section which was identified as palaeo-flooding sediments and supposed to have been buried about 350 years ago. At the lower part of the KST1, the burial age of the sediment layer was estimated to be 3,800 years. The lower part of KST2 sediments was identified as sediments that was formed about 6,600 years ago and about 20,000 years ago. Considering the inclination of the sediment layers, the coastal flooding sedimentsreported to have formed 700 years ago in the previousstudy are located at the top and the KST1 section analyzed in thisstudy seemed to be connected to the lower part. The chemical analysis showed that the relationship between these layers was not continuous but had a discontinuous characteristic influenced by a specific event, and the chemical composition also showed a rapid change. If we judge these together, the lowest part of Gwangseungrisediment layerseemed to have formed during the last glacial period but it was hard to find its origins clearly. On top of this layer, a fine sediment layer containing gravels was also formed.Itseemed thatsedimentation did not occur continuously, but was affected by temporary events in such a way that after a sediment layer was formed, it stopped. Since then, a coastal flooding event occurred about 700 years ago, and part of flooded sediments accumulated in the rear slope. After that, when a flood layer including additional granular materials about 350 years ago was formed, sedimentation along the slope seemed to have occurred.

• 한국해양학회지:바다
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• 제26권1호
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• pp.1-10
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• 2021

최근 10년(2009년~2018년)간의 해수범람 기록정보와 해양 및 해양기상 관측정보를 수집하고 기계학습 알고리즘을 3종을 종합·활용해 해수범람 유형과 유형별 관측정보의 특징을 분류하였다. 해수범람의 기록정보는 국립해양조사원의 침수조사 보고서와 국토정보공사의 침수흔적도를 통해 수집하였으며 해양 및 해양기상관측 정보는 국립해양조사원과 기상청의 부이, 관측소 정보를 수집하였다. 해수범람 발생 유형 분류는 크게 4개의 유형으로 분류되며 4개의 유형의 조합을 통해 5개의 발생 유형으로 분류하였다. 이 유형은 해양기상 환경에 따라 해수범람의 발생 유형을 구분할 수 있었다. 유형별 주요 특징은 대조기, 저기압, 강풍, 태풍으로 구분되었다. 또한, 지리적인 해양특성을 고려하여 지역 및 유형별 해수범람 발생 판단을 위한 해양요소 임계치를 도출하였다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2020년도 학술발표회
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• pp.97-97
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• 2020

Flooding in urban areas is caused by heavy rains for a short period of time and drains within 1 to 2 hours. It is also characterized by a small flooding area. In addition, flooding is often caused by various and complex causes such as land use, basin slope, pipe, street inlet, drainage pumping station, making it difficult to predict flooding. Therefore, this study analyzes the effect of each basin characteristic on the occurrence of flooding in urban areas by correlating various basin characteristics, whether or not flooding occurred, and rainfall(Limit Rainfall), and intends to use the data for urban flood prediction. As a result of analyzing the relationship between the imperviousness and the urban slope, pipe, threshold rainfall and limit rainfall, the pipe showed a correlation coefficient of 0.32, and the remaining factors showed low correlation. However, the multiple correlation analysis showed the correlation coefficient about 0.81 - 0.96 depending on the combination, indicating that the correlation was relatively high. In the future, I will further analyze various urban characteristics data, such as area by land use, average watershed elevation, river and coastal proximity, and further analyze the relationship between flooding occurrence and urban characteristics. The relationship between the urban characteristics, the occurrence of flooding and the limiting rainfall amount suggested in this study is expected to be used as basic data for the study to predict urban flooding in the future.