• Proceedings of the Korean Information Science Society Conference
• /
• 2004.04a
• /
• pp.310-312
• /
• 2004

분산 서비스 거부 공격(Distributed Denial of Service, DDoS attack)의 목적은 정상적인 사용자가 서비스를 이용하는 것을 거부하는 것이다. 특히 범람 서비스 거부 공격(flooding-based DDoS attack)은 아직까지 방어하기 어려운 공격 형태이다. 그 이유는 공격 시 정상적인 트래픽이 왕복하는 것처럼 보이므로 공격 트래픽과 정상 트래픽을 구별하기 어렵기 때문이다. 하지만, 범람 서비스 거부 공격의 특징을 잘 이용하면 공격을 방어할 수 있다. 범람 서비스 거부 공격의 특징은 단독의 공격 호스트로부터의 트래픽 양이 여러 개의 정상 호스트들로부터의 트래픽 양보다 훨씬 많다는 것이다. 이러한 특징을 이용하여 특정 호스트로부터의 트래픽 양이 많은지 아닌지에 따라 공격이 발생했는지 여부를 결정할 수 있다. 이 논문에서는 Pi(Path Identification) 라는 메커니즘을 이용한 분산 서비스 거부 공격의 방어 기법을 제안한다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
• /
• 2008.06a
• /
• pp.461-464
• /
• 2008

연안에서의 태풍 해일에 의한 침수범람 지역 예측을 위하여 GIS를 통한 정밀 육도-해도 접합 및 분석을 만리포 해변을 대상으로 시범 수행하였다. 만리포 해변의 정밀 육도-해도 접합을 위하여 고해상도 지상 LIDAR 시스템의 시범 측량 자료와 국토지리정보원의 수치지형도, 국립해양조사원의 수치해도 수심자료 및 한국 주변해역의 30초격자 수심자료를 사용하였다. 또한 평균해수면 산정을 위하여 만리포에 설치된 수압식파고계 조위자료와 해변의 표척을 통한 목측 관측을 통한 조위자료를 활용하였다. 다양한 자료의 GIS 기반 육도-해도 접합 및 분석을 통한 정밀 지형도 구축 기술은 태풍 해일에 의한 침수범람 예측을 위한 정밀 격자 수치모델의 입력 자료로 활용되어 침수 범람 예측 결과의 재해도(Hazard Map) 작성이 가능하고, 나아가 침식 퇴적 등의 지속적인 해안선 변화 모니터링에 활용될 수 있다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2010.05a
• /
• pp.884-888
• /
• 2010

하천제방은 홍수의 위험 방지에 중요한 역할을 하며 하천의 범람으로부터 제내지의 인명, 가옥, 재산, 각종 시설물 등을 보호하기 위하여 설치되는 시설물로서 침수피해 방지와 같은 중요 기능을 가지고 있다. 이러한 하천제방의 적정규모를 결정하기 위해서는 대상지역의 수리 수문학적 특성, 지형조건에 관한 조사 및 연구 이외에 경제적인 검토가 수반되어야 하며, 제대로 검토되지 않을 경우 제방이 누수 또는 침하, 붕괴되어 범람방지 기능을 상실하는 현상이 일어나게 된다. 국내 하천유역에서도 과거 전국에 걸쳐 제방 붕괴현상이 일어나 많은 범람침수 피해가 발생하였다. 본 연구에서는 제방붕괴의 일반적인 원인으로 지적되고 있는 월류, 제체의 불안정, 과도한 변위, 급격한 수위의 감소 등으로 발생할 수 있는 현상 및 문제점들을 검토하였다. 이로부터 기하학적 인자, 수리학적 인자, 수공구조물 인자, 정성적 인자 등 4가지 분류로 구분하였으며, 총 12가지 세부인자를 제시하였다. 제시된 인자를 토대로 시험 대상유역인 감천과 남강에 적용하여 인자별 영향을 산정하였으며, 이로부터 위험도를 평가하였다.

• Proceedings of the Korean Society of Disaster Information Conference
• /
• 2015.11a
• /
• pp.278-279
• /
• 2015

최근 해수욕장, 저지대 침식, 해안시설물 노후화 등과 같이 해안지역 구성 및 지형적 요인에 따라 국지적으로 발생하는 피해와 태풍 및 이상너울 등의 대규모 기상현상에 의해 해안재난이 발생가능성이 높아지고 실제 발생하는 실정이다. 본 논문에서는 재난대응을 위한 과학적 재난정보 수집 및 분석을 통해 의사결정에 활용하고 효과적으로 예방 대응하고자 유관기관에서 다양하게 구축된 시스템의 재난관련 자료를 수집하였으며, 태풍 내습시 신속한 대응을 위해 폭풍해일 시뮬레이션을 통해 범람파고를 추정하였다. 기존 상황판단을 위한 정보수집단계에 추가적으로 관측자료 및 시뮬레이션을 통한 정량적 피해추정정보를 신속하게 제공함으로서 재난상황판단을 가능할 수 있도록 방안을 마련하였다.

• Journal of Korea Water Resources Association
• /
• v.34 no.2
• /
• pp.169-176
• /
• 2001

The propagation and associated run-up process of tsunami are numerically investigated in this study. A transoceanic propagation model is first used to simulate the distant propagation of tsunamis. An inundation model is then employed to simulate the subsequent run-up process near coastline. A case study is done for the 1960 Chilean tsunami. A detailed maximum inundation map at Hilo Bay is obtained and compared with field observation and other numerical model predictions. A very reasonable agreement is observed.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2022.11a
• /
• pp.100-101
• /
• 2022

본 논문에서는 폭우로 인한 피해를 줄이기 위해 공공데이터의 대피소 현황과 과거 침수, 범람 정보를 토대로 재난상황 발생시 시민들이 실시간으로 대비할 수 있는 재난대피소 시각화 시스템을 설계한다. 설계된 재난대피소 시각화 시스템은 인접한 대피소 안내, 과거 침수, 범람 구역 시각화, 예상 침수, 범람 구역 시각화 기능으로 구성되어 있다. 본 시스템을 통하여 시각화 된 예상 침수 구역을 기반으로 수방 시설 대비와 침수로 인한 피해를 최소화할 수 있을 것이다.

• Journal of the Korean association of regional geographers
• /
• v.4 no.2
• /
• pp.31-47
• /
• 1998

This paper deals with the historical geography of land-use and agriculture along the Lower Nam-River floodplains. The reclamation process of the river floodplains, the cultivation methods on the reclaimed lands, and the land-use patterns and processes are investigated. The Nam River, one of the major tributaries of the Nakdong River, flows through the boundary between Ham-An and Eu-Ryong Guns. Larger floodplains are located in Ham-An Gun. The floodplains of Ham-An Gun have been surveyed intensively in this study. In South Korea, the alluvial plains, mostly located along the river valleys, have been reclaimed to provide fertile agricultural lands. Those along the upper river valleys were reclaimed before those along the lower river valleys. The flood-plains of Han-An Gun were reclaimed to be the largest agricultural lands of the Gun. The natural levees along the Lower Nam-River Valley were identified before the reclamation processes but now hardly identified. Relatively larger floodplains are located along the tributary streams of the Nam River. Often there are low-lying back swamps between the natural levees and the hills/mountains that rise above the floodplains. The back swamps, called 'natural bog lands' in this region, have been reduced in size and in number through reclamation for the purpose of agricultural and industrial land-uses. Now about ten 'natural bog lands' are found in the Ham-An floodplains, and some of them are being reclaimed for the industrial land-use. This study suggests the emergent need of conservation for the remaining 'natural bog lands' in terms of ecology. Seven agricultural fields of large size, originated from the Nam-River floodplains, are identified in this study: Kun(큰들), Chung-Am(정암들), Chang-chi(장지들), Baek-San(백산들), Ha-Ki(하기들), Gu-Hae(구혜들), and Chang-Po(장포들) fields. The Kun field was reclaimed during the Japanese control and the Gu-Hae, in the 1950s. All of those except the above two fields were reclaimed after the mid-1960s. The Nam-River Dam in Chinju, completed in 1969, contributed the reclamation processes along the Lower Nam-River floodplains. The rice acreage of the region has been reduced slowly since 1970 but the rice production of the region has been relatively stable (Table 4). Rice culture had been the most important agriculture on the reclaimed lands for decades before the greenhouse vegetable cultivation became more important in the 1980s. Among the vegetables cultivated in the greenhouse, the watermelon is the dominantly leading one. Watermelons are usually harvested two or three times in a year though it is possible to harvest four times in one year. The rotation of watermelons and rice is common in the region. It is known the physical conditions of the Nam-River floodplains in Ham-An Gun is the most suitable for watermelon cultivation in South Korea.

• Journal of Korea Water Resources Association
• /
• v.40 no.10
• /
• pp.833-840
• /
• 2007

The experimental study was carried out to investigate propagation distance of flood wave due to levee breach in a flat inundation area without obstacle. Hitter solution was considered to formulate the experimental results and a representative form was written referring to existing researches. As a result of experiments, it was found that the propagation velocity of the wave front in inundation area was significantly influenced by the initial water level in a channel, which was similar to flow in a channel due to dam break. An empirical formula was also suggested using the experimental results. The dimensionless propagation distance L can be written as the power function of dimensionless time T Coefficients k and m were varied with the dimensionless time T whereas k and m in Ritter solution were 2 and 0, respectively. The variation of coefficients in the relationship between L and T was influenced by the water depth in the inundation area and the fact proved that the changing points of L in the slope of relationship between L and T are the same to those of relationship between the dimensionless maximum water depth in the inundation area, $h_{max}$ and L.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.36 no.3
• /
• pp.395-406
• /
• 2016

Population and development are concentrated by urbanization. Consequently, the usage of underground area and the riverside area have been increased. By increasing impermeable layer, the urban basin drainage is depending on level of sewer. Flood damage is occurred by shortage of sewer capacity and poor interior drainage at river stage. Many of researches about flood stress the unavailability of connection at the river stage with the internal inundation organically. In this study, flood calculated considering rainfall and combined inland-river. Also, using urban runoff model analyze the overflow of sewer. By using results of SWMM model, using flood inundation analysis model analyzed internal drainage efficiency of drainage system. Applying SWMM model, which results to flood inundation analysis model, analyzes internal drainage efficiency of drainage system under localized heavy rain in a basin of the city. The results of SWMM model show the smoothness of internal drainage can be impossible to achieve because of the influence of the river level and sewer overflow appearing. The main manholes were selected as the manhole of a lot of overflow volume. Overflow reduction scenarios were selected for expansion of sewer conduit and instruction retention pond. Overflow volume reduces to 45% and 33~64% by retention pond instruction and sewer conduit expansion. In addition, the results of simulating of flood inundation analysis model show the flood occurrence by road runoff moving along the road slope. Flooded area reduces to 19.6%, 60.5% in sewer conduit expansion scenarios.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.17 no.4
• /
• pp.726-733
• /
• 2016

Recently, the flood frequency and magnitude have increased due to heavy rainfall. Considering the present condition, a flood risk map has been published in many countries to raise awareness about flood damage to people. A flood inundation analysis model, which is used to publish the flood risk map, can be classified as river and inland inundation models according to the inundation cause. Although a variety of flood inundation analysis models are utilized both domestically and overseas, their usability is limited by the expensive price, except for the HEC-RAS model developed by U.S. Army Corps of Engineers (USACE). In the situation, the USACE has developed a 2-D HEC-RAS model that can be linked to the existing 1-D model. This model has been released as a beta version under the name, HEC-RAS 5.0. In this study, the HEC-RAS 5.0 model's features, usability, applicability, and accuracy were evaluated by comparing the performances on Gokgyo-cheon with the FLUMEN model, which is used for domestic flood risk mapping. The results of this study will contribute to river inundation analysis in many different ways after the HEC-RAS 5.0 model is stabilized.