• Title/Summary/Keyword: Flood map

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The construction of Flood Disaster Management System by Using Mobile GIS (Mobile GIS를 이용한 홍수관리시스템 구축)

  • Jang, Kwang-Jin;Kim, Sung-Bum;Seo, Young-Min;Jee, Hong-Kee
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.616-619
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    • 2007
  • Recently, flood damage has been increased annually by severe rain storm and Typhoon. In this case, it needs to the effective flood management using not only hydrologic data but also numerical map, DEM(Digital Elevation Model), satellite image and so on. At this point in time, therefore, applying mobile GIS technology is expected to increase efficiency about the management of hydraulic structures and can promote LBS(Location Based Service) service for residents. In this study, the flood management technology using mobile GIS is suggested by standing on the basis of a super-highway information network.

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Flash Flood Simulation using F2MAP Model in Mountainous Area -Case Study (F2MAP 모형을 이용한 산지유역에서의 돌발홍수 모의-Case Study)

  • Kim, Byung-Sik;Bae, Young-Hye;Hong, Seung-Jin
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.225-230
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    • 2009
  • 기후변화에 따른 이상기후는 최근 국지적인 집중호우를 빈번하게 발생시키고 있으며, 이는 개수율이 높은 국가하천 및 지방하천에서보다는 산지지역에 위치한 소하천에서의 피해가 심각하다. 또한 우리나라는 국토의 2/3가 산악지형이며, 많은 지역이 개발되어 집중호우에 의한 돌발홍수에 취약하다. 1990년대 후반 이후 돌발홍수는 우리나라의 가장 빈번한 자연 재해 중 하나로 자리 잡았으며, 인구밀도가 높은 우리나라의 경우 돌발홍수에 대한 위험도가 매우 높다고 할 수 있으며 기존의 대 유역 수위, 우량관측소 위주의 홍수방재 시스템으로는 그 한계가 있다. 따라서 실시간으로 돌발홍수의 위험성을 모니터링하고 예측해야 한다. 본 연구에서는 한국건설기술연구원에서 개발한 돌발홍수예보모형인 F2MAP 모형을 이용하여 과거 돌발홍수가 발생한 경북 봉화군과 강원도 인제군을 대상으로 돌발홍수 모의를 실시하였으며, 돌발홍수 모의를 실시한 결과를 피해가 발생한 실제 위치 및 시간과 비교하였다. 모의결과, 실제 피해가 발생한 위치의 돌발홍수기준(Flash Flood Guidance, FFG,)이 낮게 산정되었으며 돌발홍수에 취약한 것으로 분석되었다.

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A Prototype of the Map Viewer based Spatial DB for the Integrated Urban Flooded Area Management System (도시침수 통합관리 시스템 구축을 위한 공간DB기반 Map Viewer 프로토타입 설계)

  • Kim, Ki-Uk;Seo, Tae-Woong;Kim, Chang-Soo
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.339-342
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    • 2008
  • Recently the life and property damage caused by urban inundation have increased. In order to prevent the damage by inundation the researches for displaying the flooded areas through integrating SWMM and GIS have been progressed. However most of flood analysis systems only have used the GIS to display the flooded areas, and don't provide the integration disaster information to prevent the inundation. In this paper, we design a prototype for the Map Viewer based Spatial DB for the integrated urban floooded area management system. And we implement the spatial DB conversion module.

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Estimation of Flood Discharge Using Satellite-Derived Rainfall in Abroad Watersheds - A Case Study of Sebou Watershed, Morocco - (위성 강우자료를 이용한 해외 유역 홍수량 추정 - 모로코 세부강 유역을 대상으로 -)

  • KIM, Joo-Hun;CHOI, Yun-Seok;KIM, Kyung-Tak
    • Journal of the Korean Association of Geographic Information Studies
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    • v.20 no.3
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    • pp.141-152
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    • 2017
  • This paper presents a technical method for flood estimation based on satellite rainfall and satellite rainfall correction method for watersheds lacking measurement data. The study area was the Sebou Watershed, Morocco. The Integrated Flood Analysis System(IFAS) and Grid-based Rainfall-Runoff Model(GRM) were applied to estimate watershed runoff. Daily rainfall from ground gauges and satellite-derived hourly data were used. In the runoff simulation using satellite rainfall data, the composites of the daily gauge rainfall and the hourly satellite data were applied. The Shuttle Radar Topographic Mission Digital Elevation Model(SRTM DEM) with a 90m spatial resolution and 1km resolution data from Global map land cover and United States Food and Agriculture Organization(US FAO) Harmonized World Soil Database(HWSD) were used. Underestimated satellite rainfall data were calibrated using ground gauge data. The simulation results using the revised satellite rainfall data were $5,878{\sim}7,434m^3/s$ and $6,140{\sim}7,437m^3/s$ based on the IFAS and GRM, respectively. The peak discharge during flooding of Sebou River Watershed in 2009~2010 was estimated to range from $5,800m^3/s$ to $7,500m^3/s$. The flood estimations from the two hydrologic models using satellite-derived rainfall data were similar. Therefore, the calibration method using satellite rainfall suggested in this study can be applied to estimate the flood discharge of watersheds lacking observational data.

Analysis of large-scale flood inundation area using optimal topographic factors (지형학적 인자를 이용한 광역 홍수범람 위험지역 분석)

  • Lee, Kyoungsang;Lee, Daeeop;Jung, Sungho;Lee, Giha
    • Journal of Korea Water Resources Association
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    • v.51 no.6
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    • pp.481-490
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    • 2018
  • Recently, the spatiotemporal patterns of flood disasters have become more complex and unpredictable due to climate change. Flood hazard map including information on flood risk level has been widely used as an unstructured measure against flooding damages. In order to product a high-precision flood hazard map by combination of hydrologic and hydraulic modeling, huge digital information such as topography, geology, climate, landuse and various database related to social economic are required. However, in some areas, especially in developing countries, flood hazard mapping is difficult or impossible and its accuracy is insufficient because such data is lacking or inaccessible. Therefore, this study suggests a method to delineate large scale flood-prone area based on topographic factors produced by linear binary classifier and ROC (Receiver Operation Characteristics) using globally-available geographic data such as ASTER or SRTM. We applied the proposed methodology to five different countries: North Korea Bangladesh, Indonesia, Thailand and Myanmar. The results show that model performances on flood area detection ranges from 38% (Bangladesh) to 78% (Thailand). The flood-prone area detection based on the topographical factors has a great advantage in order to easily distinguish the large-scale inundation-potent area using only digital elevation model (DEM) for ungauged watersheds.

Spatial Patterns of Urban Flood Vulnerability in Seoul (도시 홍수 취약성의 공간적 분포 - 서울 지역을 중심으로 -)

  • Kim, Jisoo;Sung, Hyo Hyun;Choi, Gwangyong
    • Journal of the Korean association of regional geographers
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    • v.19 no.4
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    • pp.615-626
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    • 2013
  • In this study, spatial patterns of the urban flood vulnerability index in Seoul are examined by considering climate exposure, sensitivity, and adaptability associated with floodings for recent 5 year (2006~2010) period by the smallest administrative unit called Dong. According to the results of correlation analyses based on the IPCC(Intergovernmental Panel on Climate Change)'s vulnerability model, among many variables associated with urban flooding, rainwater tank capacity, 1-day maximum precipitation and flood pumping station capacity have statistically-significant, and relatively-high correlations with the number of flood damage in Seoul. The flood vulnerability map demonstrates that the extensive areas along Anyang and Joongnang streams show relatively high flood vulnerability in Seoul due to high sensitivity. Especially in case of Joongnang stream areas, climatic factors also contribute to the increase of flood vulnerability. At local scales, several Dong areas in Gangdong-gu and Songpa-gu also show high flood vulnerability due to low adaptability, while those in Gangnam-gu do due to high sensibility and climate factor such as extreme rainfall events. These results derived from the flood vulnerability map by Dong unit can be utilized as primary data in establishing the adaptation, management and proactive policies for flooding prevention within the urban areas in more detail.

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A Study on Generating a Coastal Flood Hazard Map Using GIS (GIS를 활용한 연안침수지도 제작에 관한 연구)

  • Won, Dea-Hee;Kim, Kye-Hyun;Park, Tae-Og;Choi, Hyun-Woo;Kwak, Tae-Sik
    • Journal of Korean Society for Geospatial Information Science
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    • v.12 no.1 s.28
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    • pp.69-77
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    • 2004
  • Since there are a lot of changes in climate on domestic and natural disasters owing to the disturbance-development of the land, damages of properties and human life frequently occur due to the coastal floodings. Accordingly, it is necessary to find the area where the danger of flooding coasts is relatively high and to inform resident the characteristics of the area As a part of preventive land management to minimize the flooding damages of the coastal area, this study suggested the generation of the coastal flood hazard map that provides detailed information such as refuge path, a place of refuge, and the location of medical supplies, food, and main rescue equipment, etc. This study selected the southern region of Daebu-do as an exemplary area, conducted a document study to establish GIS data, secured pre-structured data, and suggested the method of establishing GIS data fit to the study area. In particular, it emphasized the efficient construction of the geographical spatial data that were accurate, economic, objective, and realistic in supporting the modeling to predict the flooding zone. The specific type of established database was divided into flooding risk area, flooding warning area, and flooding-volume area. The prototype of coastal flood hazard map can be widely used for efficient disaster management. Furthermore, it is considered that the map could be applied for arousing residents' attentions to the flooding, prior education, and local governments' management actions against the danger of flooding.

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Implementation Method of Insurance Object GIS DB for the Storm and Flood Hazard Risks Premium Rate Mapping (풍수해보험 관리지도를 위한 보험 목적물 GIS DB 구축)

  • Lee, Jun-Seok;Lee, In-Su
    • Journal of Cadastre & Land InformatiX
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    • v.45 no.2
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    • pp.87-100
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    • 2015
  • Currently, Korea government has strongly recommended the storm and flood insurance system to reduce the damage caused by natural disasters. The storm and flood insurance operated by private insurance company is the type of policy insurance. and is supervised by Minister of Public Safety and Security. It is the advanced disaster management system which is able to protect the public interests through unexpected natural disaster by assisting some part of the insurance premium from a central or local government. The main purpose of the present investigation is to build the insurance object GIS DB which should be necessary to calculate the premium rate in the map for storm and flood insurance, and also, to perform GIS analysis. The service model in this study is aimed to general single house, apartment and green house. The service management plan targeting the whole country has been investigated in terms of building DB and service operation.

A Study on Flood Hazard Value and Flood Risk Map (홍수 위험지표 및 위험도 작성에 관한 연구)

  • Kim, Jeong-Yup;Jung, Dae-Jin;Bok, Jeong-Su;Cho, Hyo-Seob;Jung, Kwan-Sue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1156-1160
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    • 2006
  • 본 연구는 빈도별 수문조건하의 2차원 수리해석모형(FLUMEN) 결과를 제공받아 빈도별 침수범람 등을 분석하고, 이로부터 도출되는 침수면적, 최대침수심, 최대유속 등의 특성정보를 이용하여 침수심보다 상대적으로 홍수 위험에 대한 척도를 나타내어 줄 수 있는 홍수 강도(Flood Intensity) 개념을 도입하여 대상유역에 적합한 홍수 위험지표(Flood Hazard Value) 및 홍수 위험도(Flood Risk Map)를 작성하고자 하였다. 본 연구의 대상지역은 안성천 중류부의 평택시 6개동을 포함하는 약 $12.6km^2$의 대상지역으로 2차원 수리해석모형(FLUMEN)의 분석한 시간별 침수심(Flow Depth), 최대침수심과 최대 유속 등의 결과를 ASCII파일의 XYZ값 형태로 제공받아 ArcGis 등을 이용하여 Point Coverage를 만들고, 이로부터 TIN (Triangulated Irregular Network)작업을 수행한 후 대상지역의 최대 침수심도 및 최대 유속분포도 등을 작성하였다. 그리고, 침수예상도 등으로부터 얻어진 침수면적, 최대 침수심, 최대유속 등을 분석하여 침수심과 유속의 함수로 홍수강도를 정의하고 홍수강도와 홍수발생확률의 곱으로 위험지표를 산정하였고, 산정된 홍수 위험지표를 적용하여 홍수 위험도를 작성하였다. 본 연구로부터 도출되는 홍수 위험지표 및 홍수 위험도는 홍수범람에 의한 인명피해 및 재산손실과 이에 대한 복구 및 구호활동에 소요되는 노력 등의 여러 가지 사회..경제적 역기능을 방지하고자 홍수에 의한 침수특성을 이해하고 홍수에 대비한 적절한 홍수방어대책 수립시의 지원 정보로 제공되어 활용될 수 있다.

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The Application of the Poisson Cluster Rainfall Generation Model to the Flood Analysis (포아송 클러스터 강우생성 모형의 홍수 모의 적용성 평가)

  • Kim, Dongkyun;Shin, Ji Yae;Lee, Seung-Oh;Kim, Tae-Woong
    • Journal of Korea Water Resources Association
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    • v.46 no.5
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    • pp.439-447
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    • 2013
  • The applicability of the parameter map of the Modified Bartlett-Lewis Rectangular Pulse (MBLRP) model for the Korean Peninsula was assessed from the perspective of flood prediction. The design rainfalls estimated from the MBLRP model were smaller than those from observed values by 5% to 40%, and the degree of underestimation of design rainfall increases with the increase of the recurrence interval of the design rainfall. The design floods at a virtual watershed estimated using the simulated rainfall time series based on MBLRP model were also smaller than those derived from the observed rainfall time series by 20% to 45%. The degree of underestimation of design flood increases with the increase of the recurrence interval of the design flood.