• 인간식물환경학회지
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• 제24권1호
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• pp.39-51
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• 2021

Background and objective: Urban topology can be characterized as impervious, which changes the hydrologic features of an area, increasing surface water flow during local heavy rain events. The pluvial flooding is also influenced by the vertical structures of the urban area. This study suggested a modified digital elevation model (DEM) to identify changes in urban hydrological conditions and segmentalized urban micro catchment areas using a geographical information system (GIS). Methods: This study suggests using a modified DEM creation process based on Rolling Ball Method concepts along with a GIS program. This method proposes adding realized urban vertical data to normal DEM data and simulating hydrological analyses based on RBM concepts. The most important aspect is the combination of the DEM with polygon data, which includes urban vertical data in three datasets: the contour polyline, the locations of buildings and roads, and the elevation point data from the DEM. DEM without vertical data (DCA) were compared with the DEM including vertical data (VCA) to analyze catchment areas in Shin-wol district, Seoul, Korea. Results: The DCA had 136 catchments, and the area of each catchment ranged from 3,406 m² to 423,449 m². The VCA had 2,963 catchments, with the area of each ranging from 50 m² to 16,209 m². The most important finding is that in the overlapped VCA; the boundary of areas directly affected by flooding and the direction of surface water flow could be identified. Flooding data from September 21, 2010 and July 27, 2011 in the Shin-wol district were applied as ground reference data. The finding is that in the overlapped VCA; the boundary of areas directly affected by flooding and the direction of surface water flow could be identified. Conclusion: The analysis of the area vulnerable to surface water flooding (SWF) was more accurately determined using the VCA than using the DCA.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 2002년도 춘계학술대회 및 임시총회
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• pp.252-255
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• 2002

최근 네트워크 취약점 검색 방법을 이용한 침입 공격이 늘어나는 추세이며 이런 공격에 대하여 적절하게 실시간 탐지 및 대응 처리하는 침입탐지시스템 구현은 어렵다. 본 논문에서는 시스템에 허락을 얻지 않는 서비스 거부 공격(Denial of Service Attack) 기술 중 TCP의 신뢰성 및 연결 지향적 전송서비스로 종단간의 통신서비스를 지원하는 3 way handshake를 이용한 SYN flooding 공격에 대하여 침입시도패킷 정보를 수집, 분석 및 침입시도여부를 결정하는 네트워크 기반의 실시간 침입시도탐지(Real Time Scan Detector) 메커니즘을 제안한다.

• 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.

• 동력기계공학회지
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• 제17권5호
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• pp.64-68
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• 2013

One of the water management goals in PEM fuel cell is to avoid flooding and drying in the membrane, therefore the air humidification process is required. In order to increase water removal out of the membrane, the water management system may require the dehumidification process and it also requires a large space for application, moreover the process time is slow. In conformity with this fact, this present study proposes an advanced dynamic fuel cell water management which can be an intermittent optimization control using air flow rate instead of the air humidity as an variable in the optimization process. The results of this study have shown that the membrane flooding and drying can be avoided after being assisted by air velocity controlling method.

• 대한지리학회지
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• 제46권6호
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• pp.738-750
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• 2011

도시화와 기후 변화의 영향으로 홍수의 발생빈도와 피해규모가 점점 커지고 있다. 본 연구는 홍수 피해 저감 대책의 일환으로 집중호우가 발생할 때 침수위험지역에 있는 스마트폰에 위험 신호를 전송하여 사용자가 신속한 대처를 할 수 있도록 유도하는 모바일 GIS 서비스를 구현하였다. 오픈소스 소프트웨어를 이용하여 시스템을 구성하여, 모바일 환경에서 서버와 클라이언트 간의 위치 정보를 이용한 GIS 분석 기능을 구현하였다. 본 연구의 결과 홍수 위험 경보와 같은 재해 분야에 모바일 GIS 서비스를 효과적으로 이용할 수 있다. 모바일 GIS 서비스는 도시의 홍수 위험을 예방하는 효율적인 방재 대책이 될 수 있다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.397-397
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• 2015

The frequency of urban floods is recently increased as a consequence of climate change and haphazard development in urban area. To mitigate and prevent the flood damage, we generally utilized a numerical model to investigate the causes and risk of urban flood. Contrary to general flood inundation model simulating only the surface flow, the model needs to consider flow of the sewer network system like SWMM and ILLUDAS. However, this kind of model can not consider the interaction between the surface flow and drainage network. Therefore, we tried to evaluate the impact of bidirectional interaction between sewer and surface flow in urban flooding analysis based on simulations using the quasi-interacted model and the interacted model. As a general quasi-interacted model, SWMM5 and FLUMEN are utilized to analyze the flow of drainage network and simulate the inundation area, respectively. Then, FLO-2D is introduced to consider the interaction between the surface flow and sewer system. The two method applied to the biggest flood event occurred in July 2011 in Sadang area, South Korea. Based on the comparison with observation data, we confirmed that the model considering the interaction the sewer network and surface flow, showed a good agreement than the quasi-interacted model.

• 한국산학기술학회논문지
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• 제20권4호
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• pp.545-550
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• 2019

전 세계적으로 발생하고 있는 이상기후현상으로 자연재해의 발생빈도와 피해규모가 증가하고 있는 추세이다. 이로 인하여 도시유역의 수문학적 양상이 변화함에 따라 불투수 면적 증가와 함께 증가된 호우로 심각한 내수침수 피해를 가져온다. 이에 인명 및 재산피해를 최소화하기 위하여 내수침수 예측체계가 필요하다. 본 연구에서는 강우강도와 지속시간만으로 침수예측이 가능한 Flood Nomogram을 개발하였다. 내수침수 발생가능이 매우 높고 침수 위험도가 높은 대도시내 침수예상 지역의 내수침수피해 특성을 분석하여 내수침수 예보 기준을 설정하는 방법을 제시하였다. 또한 우수맨홀과 우수관경을 기준으로 내수위를 4가지 조건하에 도시내수침수 예보 기준을 다음과 같이 설정하였다. 1) 우수맨홀이 넘칠 때, 2) 우수관경이 가득 찼을 때, 3) 우수관경의 70%에 도달했을 때, 그리고 4) 우수관경의 60%에 도달했을 경우이다. 따라서, 침수가 발생하기 시작하는 강우와 침수피해를 유발하는 강우사상을 통하여, 내수침수가 시작되기 전에 사전대비, 대응할 수 있는 기준과 예측하는 수단으로 활용할 수 있을 것으로 나타났다.

• 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.

• 디지털산업정보학회논문지
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• 제8권2호
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• pp.59-65
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• 2012

Emergency medical information center performs role of medical direction about disease consult and pre-hospital emergency handling scheme work to people. Emergency medical information system plays a major role to be decreased mortality and disability of emergency patient by providing information of medical institution especially when emergency patient has appeared. But, various attacks as a hacking have been happened in Emergency medical information system recently. In this paper, we proposed security structure which can protect the system securely by detecting attacks from outside effectively. Intrusion detection was performed using rule based detection technique according to protocol for every packet to detect attack and intrusion was reported to control center if intrusion was detected also. Intrusion detection was performed again using decision tree for packet which intrusion detection was not done. We experimented effectiveness using attacks as TCP-SYN, UDP flooding and ICMP flooding for proposed security structure in this paper.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권10호
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• pp.2750-2763
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• 2012

The Domain Name System (DNS) is a critical Internet infrastructure that provides name to address mapping services. In the past decade, Denial-of-Service (DoS) attacks have targeted the DNS infrastructure and threaten to disrupt this critical service. While the flooding DoS attacks may be alleviated by the DNS caching mechanism, we show in this paper that flooding DoS attacks utilizing name error queries is capable of bypassing the cache of resolvers and thereby impose overwhelming flooding attacks on the name servers. We analyze the impacts of such DoS attacks on both name servers and resolvers, which are further illustrated by May 19 China's DNS Collapse. We also propose the detection and defense approaches for protecting DNS servers from such DoS attacks. In the proposal, the victim zones and attacking clients are detected through monitoring the number of corresponding responses maintained in the negative cache. And the attacking queries can be mitigated by the resolvers with a sample proportion adaptive to the percent of queries for the existent domain names. We assess risks of the DoS attacks by experimental results. Measurements on the request rate of DNS name server show that this kind of attacks poses a substantial threat to the current DNS service.