• 제목/요약/키워드: Typhoon Damage

검색결과 285건 처리시간 0.025초

모바일 경보와 모바일 웹페이지를 통한 모니터링 시스템 (Monitoring System Using Mobile Warning and Mobile Web-page)

  • 주승환;서희석;이승재;김민수
    • 디지털산업정보학회논문지
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    • 제6권2호
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    • pp.29-38
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    • 2010
  • It often occur to nature disaster that like earthquake, typhoon, etc. around KOREA. A Haiti and Chile also metropolitan area of KOREA occur earthquake. in result, People think of nature disaster. Structures of present age are easily affected by nature disaster. So we are important that warn of dangerous situation as soon as possible. On this study, I introduce Integrated monitoring system that administrator check a event as early. I develop Monitoring System using SMS(Short Message Service). Administrator always monitor structure on real-time using mobile web-page. As Administrator using mobile device like PDA, Administrator always monitor structure. As using this system, Damage of nature disaster is minimized and is prevented post damage.

인프라건설 프로젝트 리스크 분석에 따른 손실 정량화 모델 개발 연구: 교량프로젝트를 중심으로 (Development of Loss Model Based on Quantitative Risk Analysis of Infrastructure Construction Project: Focusing on Bridge Construction Project)

  • 오규호;안성진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
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    • pp.208-209
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    • 2022
  • This study aims to analyze the risk factors caused by object damage and third-party damage loss in actual bridge construction based on past insurance premium payment data from major domestic insurers for bridge construction projects, and develop a quantitative loss prediction model. For the development of quantitative bridge construction loss model, the dependent variable was selected as the loss ratio, and the independent variable adopted 1) Technical factors: superstructure type, foundation type, construction method, and bridge length 2) Natural hazards: flood anf Typhoon, 3) Project information: total construction duration, total cost and ranking. Among the selected independent variables, superstructure type, construction method, and project period were shown to affect the ratio of bridge construction losses, while superstructure, foundation, flood and ranking were shown to affect the ratio of the third-party losses.

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Web GIS를 이용한 연안위험취약지역 정보시스템 구축 (Developing Coast Vulnerable Area Information Management System using Web GIS)

  • 박현철;김형섭;조명희
    • 한국지리정보학회지
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    • 제8권4호
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    • pp.155-164
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    • 2005
  • 연안은 바다와 인접하여 태풍으로 인한 해일, 해수범람, 침식 등으로 매년 반복되는 피해가 발생하는 재해 취약 지역이다. 이에 Web GIS를 이용하여 연안시설물 및 위험취약지역을 관리할 수 있는 정보시스템을 개발함으로써 피해지역의 위치를 가시화하여 연안재해 정보에 대한 효과적인 연안관리업무를 수행할 수 있는 객관성 있고 과학적인 의사결정 자료로 활용하고자 하였다. 아울러 효율적 개발을 통한 정보화 기반 마련과 시간 및 비용이 절감되는 효과를 가져 올 것으로 사료된다. 이를 위해 본 연구에서는 전국 연안지역을 대상으로 태풍, 해일, 범람, 침식 등의 피해 자료를 수집하고, GIS분석 기법과 고해상위성영상 등의 공간정보기술을 이용하여 실시간으로 Web상에서 3차원 위성영상 및 공간정보관리를 수행할 수 있는 3차원 Web GIS기반 연안위험취약지역 정보시스템을 개발하였다.

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자연재해저감을 위한 한반도 피해 취약성 분석 : 공공시설피해를 중심으로 (An Analysis of the Korean Peninsula Damages Vulnerabilities for a Natural Disaster Mitigation : Focus on Public Facilities Damages)

  • 박종길;정우식;최효진
    • 한국환경과학회지
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    • 제17권4호
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    • pp.413-422
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    • 2008
  • This study aims to find out a state of the damages and vulnerable areas from natural disasters in the Korean peninsula using the prevention meteorological database information made by Park(2007b). Through the correlation analysis between damage elements and total property losses, we investigate the damages of public facilities, which have high correlation coefficient, and the cause of disasters and want to propose the basic information to set up the disaster prevention measures in advance. As a result, because most of the total property losses is the damages of public facilities, we can reduce the damages of natural disasters if we can predict the damages of public facilities or carry out the prevention activities in advance. The most vulnerable area for the natural disasters are Cangwon-do and Gyeongsangnam-do provinces. The vulnerable areas for the damages of public facilities by typhoon are Daegu metropolitan city, Cangwon-do, and Gyeongsangbuk-do provinces. These vulnerable areas will take place more frequently due to the climate change including Gyeongsangnam-do province so that we need to set up the disaster prevention measures and natural disaster mitigation plan. Also, we think that it has effect on reducing the damages of natural disasters to predict the damage scale and strongly perform the prevention activities in advance according to typhoon track and intensity.

돌발홍수 모니터링 및 예측 모형을 이용한 예측(F2MAP)태풍 루사에 의한 양양남대천 유역의 돌발홍수 모니터링

  • 김병식;홍준범;최규현;윤석영
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.1145-1149
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    • 2006
  • The typhoon Rusa passed through the Korean peninsula from the west-southern part to the east-northern part in the summer season of 2002. The flash flood due to the Rusa was occurred over the Korean peninsula and especially the damage was concentrated in Kangnung, Yangyang, Kosung, and Jeongsun areas of Kangwon-Do. Since the latter half of the 1990s the flash flood has became one of the frequently occurred natural disasters in Korea. Flash floods are a significant threat to lives and properties. The government has prepared against the flood disaster with the structural and nonstructural measures such as dams, levees, and flood forecasting systems. However, since the flood forecasting system requires the rainfall observations as the input data of a rainfall-runoff model, it is not a realistic system for the flash flood which is occurred in the small basins with the short travel time of flood flow. Therefore, the flash flood forecasting system should be constructed for providing the realistic alternative plan for the flash flood. To do so, firstly, Flash Flood Monitoring and Prediction (FFMP) Model must be developed suitable to Korea terrain. In this paper, We develop the FFMP model which is based on GIS, Radar techniques and hydro-geomorphologic approaches. We call it the F2MAP model. F2MAP model has three main components (1) radar rainfall estimation module for the Quantitative Precipitation Forecasts (QPF), (2) GIS Module for the Digital terrain analysis, called TOPAZ(Topographic PArametiZation), (3) hydrological module for the estimation of threshold runoff and Flash Flood Guidance(FFG). For the performance test of the model developed in this paper, F2MAP model applied to the Kangwon-Do, Korea, where had a severe damage by the Typhoon Rusa in August, 2002. The result shown that F2MAP model is suitable for the monitoring and the prediction of flash flood.

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벼 관수에 따른 생육단계별 피해 및 고위절 분얼 이삭에 의한 수량보상력 (Flooding Injury of Rice Plant according to Growing Stages and Yield Compensating Ability by Uppernode Tillering)

  • 강양순;양의석;이성환
    • 한국작물학회지
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    • 제33권2호
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    • pp.195-200
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    • 1988
  • 벼를 보통기에 동일하게 이앙하여 추앙후 20일, 유전형성기, 감수분열기 및 출수기의 생육시기별로 포장상태에서 3일간씩 관수처리한 경우와 품종, 이앙기 및 재배조건이 다양한 농가포장에서 태풍 'Thelma 호'('87년 7월 16~18일)에 의해 3일간 관수된 경우에 생육단계별 피해상태와 피해주의 고립분얼이삭의 발생에 의한 수량 보상력을 검토한 결과는 다음과 같다. 1. 보통기 이앙된 벼의 생육시기별 관수처리에서는 생육이 진전될수록 관수된 수온이 높아져 피해가 컸으나 고온기에 여러 생육단계를 갖는 농가포장이 일시에 관수되면 어린 생육단계일수록 피해가 컸다. 2. 생식생장 관수 피해수의 수량보상은 고립절분얼이삭에 의존하였고 고립절분얼이삭이 9월 15일 출수되어 등숙적산온도가 69$0^{\circ}C$, 등숙일조시간이 210시간이 확보되었을 때 쌀 230kg/10a을 보상하였다.0a을 보상하였다.

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ADCSWAN과 FLOW-3D 모델을 이용한 태풍 차바 내습 시 부산 마린시티의 침수범람 재현 (Reproduction of Flood Inundation in Marine City, Busan During the Typhoon Chaba Invasion Using ADCSWAN and FLOW-3D Models)

  • 최흥배;엄호식;박종집;강태욱
    • 해양환경안전학회지
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    • 제26권7호
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    • pp.881-891
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    • 2020
  • 최근 연안지역의 대규모 개발로 인해 고파랑 내습과 강한 태풍으로 발생된 월파는 연안지역의 많은 인명 및 재산피해를 발생시켰으나 연안지역의 특성을 고려한 침수·범람 연구는 미비한 실정이다. 본 연구는 ADCSWAN(ADCIRC+SWAN) 모델과 FLOW-3D 모델을 적용하여 해일 및 파랑의 복합요소에 대한 침수범람을 재현하기 위한 방법론에 대한 연구이다. 본 연구에서는 ADCSWAN(ADCIRC+SWAN) 모델을 이용하여 FLOW-3D 모델의 경계자료(해수위, 파랑)를 추출하고, FLOW-3D 모델 입력값으로 적용하여 태풍 차바 통과시 부산 마린시티를 대상으로 해일과 월파에 의한 침수범람을 재현하였다. 또한 기존 월파량 경험식과 FLOW-3D 모델로 계산된 월파량을 비교하였으며, 침수범람은 한국국토정보공사의 침수흔적도를 활용하여 정성적인 검증을 수행하여, 본 연구의 유효성을 검토하였다.

A Review on the Building Wind Impact through On-site Monitoring in Haeundae Marine City: 2021 12th Typhoon OMAIS Case Study

  • Kim, Jongyeong;Kang, Byeonggug;Kwon, Yongju;Lee, Seungbi;Kwon, Soonchul
    • 한국해양공학회지
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    • 제35권6호
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    • pp.414-425
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    • 2021
  • Overcrowding of high-rise buildings in urban zones change the airflow pattern in the surrounding areas. This causes building wind, which adversely affects the wind environment. Building wind can generate more serious social damage under extreme weather conditions such as typhoons. In this study, to analyze the wind speed and wind speed ratio quantitatively, we installed five anemometers in Haeundae, where high-rise buildings are dense, and conducted on-site monitoring in the event of typhoon OMAIS to determine the characteristics of wind over skyscraper towers surround the other buildings. At point M-2, where the strongest wind speed was measured, the maximum average wind speed in 1 min was observed to be 28.99 m/s, which was 1.7 times stronger than that at the ocean observatory, of 17.0 m/s, at the same time. Furthermore, when the wind speed at the ocean observatory was 8.2 m/s, a strong wind speed of 24 m/s was blowing at point M-2, and the wind speed ratio compared to that at the ocean observatory was 2.92. It is judged that winds 2-3 times stronger than those at the surrounding areas can be induced under certain conditions due to the building wind effect. To verify the degree of wind speed, we introduced the Beaufort wind scale. The Beaufort numbers of wind speed data for the ocean observatory were mostly distributed from 2 to 6, and the maximum value was 8; however, for the observation point, values from 9 to 11 were observed. Through this study, it was possible to determine the characteristics of the wind environment in the area around high-rise buildings due to the building wind effect.

An Analysis of the Impact of Building Wind by Field Observation in Haeundae LCT Area, South Korea: Typhoon Omais in 2021

  • Byeonggug Kang;Jongyeong Kim;Yongju Kwon;Joowon Choi;Youngsu Jang;Soonchul Kwon
    • 한국해양공학회지
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    • 제36권6호
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    • pp.380-389
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    • 2022
  • In the Haeundae area of Busan, South Korea, damage has continued to occur recently from building wind from caused by dense skyscrapers. Five wind observation stations were installed near LCT residential towers in Haeundae to analyze the effect of building winds during typhoon Omais. The impact of building wind was analyzed through relative and absolute evaluations. At an intersection located southeast of LCT (L-2), the strongest wind speed was measured during the monitoring. The maximum average wind speed for one minute was observed to be 38.93 m/s, which is about three times stronger than at an ocean observation buoy (12.7 m/s) at the same time. It is expected that 3 to 4 times stronger wind can be induced under certain conditions compared to the surrounding areas due to the building wind effect. In a Beaufort wind scale analysis, the wind speed at an ocean observatory was mostly distributed at Beaufort number 4, and the maximum was 8. At L-2, more than 50% of the wind speed exceeded Beaufort number 4, and numbers up to 12 were observed. However, since actual measurement has a limitation in analyzing the entire range, cross-validation with computational fluid dynamics simulation data is required to understand the characteristics of building winds.

Observational analysis of wind characteristics in the near-surface layer during the landfall of Typhoon Mujigae (2015)

  • Lin Xue;Ying Li;Lili Song
    • Wind and Structures
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    • 제37권4호
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    • pp.315-329
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    • 2023
  • We investigated the wind characteristics in the near-surface layer during the landfall of Typhoon Mujigae (2015) based on observations from wind towers in the coastal areas of Guandong province. Typhoon Mujigae made landfall in this region from 01:00 UTC to 10:00 UTC on October 4, 2015. In the region influenced by the eyewall of the tropical cyclone, the horizontal wind speed was characterized by a double peak, the wind direction changed by >180°, the vertical wind speed increased by three to four times, and the angle of attack increased significantly to a maximum of 7°, exceeding the recommended values in current design criteria. The vertical wind profile may not conform to a power law distribution in the near-surface layer in the region impacted by the eyewall and spiral rainband. The gust factors were relatively dispersed when the horizontal wind speed was small and tended to a smaller value and became more stable with an increase in the horizontal wind speed. The variation in the gust factors was the combined result of the height, wind direction, and circulation systems of the tropical cyclone. The turbulence intensity and the downwind turbulence energy spectrum both increased notably in the eyewall and spiral rainband and no longer satisfied the assumption of isotropy in the inertial subrange and the -5/3 law. This result was more significant in the eyewall area than in the spiral rainband. These results provide a reference for forecasting tropical cyclones, wind-resistant design, and hazard prevention in coastal areas of China to reduce the damage caused by high winds induced by tropical cyclones.