• 제목/요약/키워드: Flood warning

검색결과 175건 처리시간 0.027초

자연재해 예·경보시스템의 효율성 제고방안에 관한 연구 (A Study on Methods to Increase the Efficiency of Natural Disaster Early Warning Systems)

  • 서정표;조원철
    • 한국방재안전학회논문집
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    • 제6권1호
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    • pp.19-27
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    • 2013
  • 자연재해로 인한 재산 및 인명피해는 재해 유형별 사전 정보와 예방활동을 수행함으로 그 피해를 최소화 할 수 있다는 점에서 재해 예 경보시스템의 중요성이 강조되고 있다. 따라서 본 연구에서는 태풍, 홍수, 폭설 등 자연재해 관련 예 경보의 유형과 정보 전달 매체 및 재해 예 경보 전달 체계 현황과 실태 등을 분석하고 첨단정보 통신기술과 방송 통신의 융합에 대한 기술대안 분석으로서 국가적 통합 경보전달 체계 구축의 시급성을 제시하였다. 또한 재해 예 경보 시스템간의 유기적인 연계를 통하여 각각의 시설 간에 중복 설치를 사전에 방지하는 한편 방재정보의 표준화를 바탕으로 예 경보의 종합적이고 체계적인 관리와 운영을 위한 전문성을 갖춘 전담조직의 상설화 등을 통해 재해 예 경보 시스템의 효율성 제고방안을 연구한 논문이다.

유역토양수분 추적에 의한 실시간 홍수예측모형 (Real-time Flood Forecasting Model Based on the Condition of Soil Moisture in the Watershed)

  • 김태철;박승기;문종필
    • 한국농공학회지
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    • 제37권5호
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    • pp.81-89
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    • 1995
  • One of the most difficult problem to estimate the flood inflow is how to understand the effective rainfall. The effective rainfall is absolutely influenced by the condition of soil moisture in the watershed just before the storm event. DAWAST model developed to simulate the daily streamflow considering the meteologic and geographic characteristics in the Korean watersheds was applied to understand the soil moisture and estimate the effective rainfall rather accurately through the daily water balance in the watershed. From this soil moisture and effective rainfall, concentration time, dimensionless hydrograph, and addition of baseflow, the rainfall-runoff model for flood flow was developed by converting the concept of long-term runoff into short-term runoff. And, real-time flood forecasting model was also developed to forecast the flood-inflow hydrograph to the river and reservoir, and called RETFLO model. According to the model verification, RETFLO model can be practically applied to the medium and small river and reservoir to forecast the flood hydrograph with peak discharge, peak time, and volume. Consequently, flood forecasting and warning system in the river and the reservoir can be greatly improved by using personal computer.

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Assessment of Flash Flood Forecasting based on SURR model using Predicted Radar Rainfall in the TaeHwa River Basin

  • Duong, Ngoc Tien;Heo, Jae-Yeong;Kim, Jeong-Bae;Bae, Deg-Hyo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.146-146
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    • 2022
  • A flash flood is one of the most hazardous natural events caused by heavy rainfall in a short period of time in mountainous areas with steep slopes. Early warning of flash flood is vital to minimize damage, but challenges remain in the enhancing accuracy and reliability of flash flood forecasts. The forecasters can easily determine whether flash flood is occurred using the flash flood guidance (FFG) comparing to rainfall volume of the same duration. In terms of this, the hydrological model that can consider the basin characteristics in real time can increase the accuracy of flash flood forecasting. Also, the predicted radar rainfall has a strength for short-lead time can be useful for flash flood forecasting. Therefore, using both hydrological models and radar rainfall forecasts can improve the accuracy of flash flood forecasts. In this study, FFG was applied to simulate some flash flood events in the Taehwa river basin by using of SURR model to consider soil moisture, and applied to the flash flood forecasting using predicted radar rainfall. The hydrometeorological data are gathered from 2011 to 2021. Furthermore, radar rainfall is forecasted up to 6-hours has been used to forecast flash flood during heavy rain in August 2021, Wulsan area. The accuracy of the predicted rainfall is evaluated and the correlation between observed and predicted rainfall is analyzed for quantitative evaluation. The results show that with a short lead time (1-3hr) the result of forecast flash flood events was very close to collected information, but with a larger lead time big difference was observed. The results obtained from this study are expected to use for set up the emergency planning to prevent the damage of flash flood.

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Floods and Flood Warning in New Zealand

  • Doyle, Martin
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2012년도 학술발표회
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    • pp.20-25
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    • 2012
  • New Zealand suffers from regular floods, these being the most common source of insurance claims for damage from natural hazard events in the country. This paper describes the origin and distribution of the largest floods in New Zealand, and describes the systems used to monitor and predict floods. In New Zealand, broad-scale heavy rainfall (and flooding), is the result of warm moist air flowing out from the tropics into the mid-latitudes. There is no monsoon in New Zealand. The terrain has a substantial influence on the distribution of rainfall, with the largest annual totals occurring near the South Island's Southern Alps, the highest mountains in the country. The orographic effect here is extreme, with 3km of elevation gained over a 20km distance from the coast. Across New Zealand, short duration high intensity rainfall from thunderstorms also causes flooding in urban areas and small catchments. Forecasts of severe weather are provided by the New Zealand MetService, a Government owned company. MetService uses global weather models and a number of limited-area weather models to provide warnings and data streams of predicted rainfall to local Councils. Flood monitoring, prediction and warning are carried out by 16 local Councils. All Councils collect their own rainfall and river flow data, and a variety of prediction methods are utilized. These range from experienced staff making intuitive decisions based on previous effects of heavy rain, to hydrological models linked to outputs from MetService weather prediction models. No operational hydrological models are linked to weather radar in New Zealand. Councils provide warnings to Civil Defence Emergency Management, and also directly to farmers and other occupiers of flood prone areas. Warnings are distributed by email, text message and automated voice systems. A nation-wide hydrological model is also operated by NIWA, a Government-owned research institute. It is linked to a single high resolution weather model which runs on a super computer. The NIWA model does not provide public forecasts. The rivers with the greatest flood flows are shown, and these are ranked in terms of peak specific discharge. It can be seen that of the largest floods occur on the West Coast of the South Island, and the greatest flows per unit area are also found in this location.

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강우사상과 침수 실측자료를 이용한 도시침수 양상 관계분석 (Analysis of the urban flood pattern using rainfall data and measurement flood data)

  • 문혜진;조재웅;강호선;이한승;황정근
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2020년도 학술발표회
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    • pp.95-95
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    • 2020
  • Urban flooding occurs in the form of internal-water inundation on roads and lowlands due to heavy rainfall. Unlike in the case of rivers, inundation in urban areas there is lacking in research on predicting and warning through measurement data. In order to analyze urban flood patterns and prevent damage, it is necessary to analyze flooding measurement data for various rainfalls. In this study, the pattern of urban flooding caused by rainfall was analyzed by utilizing the urban flooding measuring sensor, which is being test-run in the flood prone zone for urban flooding management. For analysis, 2019 rainfall data, surface water depth data, and water level data of a street inlet (storm water pipeline) were used. The analysis showed that the amount of rainfall that causes flooding in the target area was identified, and the timing of inundation varies depending on the rainfall pattern. The results of the analysis can be used as verification data for the urban inundation limit rainfall under development. In addition, by using rainfall intensity and rainfall patterns that affect the flooding, it can be used as data for establishing rainfall criteria of urban flooding and predicting that may occur in the future.

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산악에서 돌발홍수예측을 위한 지리정보시스템의 적용 (Real-Time Flash Flood Evaluation by GIS Module at Mountainous Area)

  • 남광우;최현
    • 대한원격탐사학회지
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    • 제21권4호
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    • pp.317-327
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    • 2005
  • 홍수는 자연재해 중 가장 일반적이며 빈번하게 발생한다. 일반적으로 홍수는 수일간에 걸친 강우에 의하여 발생하지만 집중호우에 의한 돌발홍수는 단 시간에 발생하는 특징이 있다. 본 논문은 지리정보시스템으로 지형자료를 취득한 후 지형기후학적 순간단위유량도로 산악에서 돌발홍수예측을 위한 지리정보시스템의 적용에 관한 연구이다. 본 연구에서의 돌발홍수 발생 범위는 수심이 0.5m, 0.7m, 1.0m 로 설정하였다. 또한, 지속시간별-강우량별 홍수량 조견표를 작성하여 홍수대피 기준을 제안하였다. 본 연구는 기존의 획일된 경보 발령시스템에 비하여 유역에 적합한 기준을 제시하여 지형정보를 고려한 경보발령시스템에 적용이 가능할 것으로 판단된다.

철도교량 홍수위감시 및 세굴검지 시스템 적용성 고찰 (A study on the applicability of system for monitoring the flood level and the scour at railroad bridge)

  • 박영곤;이진욱;윤희택;김선종
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.530-535
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    • 2005
  • To monitor the flood level under heavy rainfall and the scour at railroad bridge, the system, which can effectively collect, store and transmit the data, is developed and applied to the field. The results in this study are as follows. 1) Monitoring for water level and scour depth is well done in view of the recording velocity and the accuracy of data which are measured. 2) This system is based on the web, internet and it is able to collect the realtime data and to analyze the risk. 3) When water level excesses the limit of danger level of a river on which railroad bridge is located, or when scour depth and angle of inclination of pier is increased, the scenario for early warning signal which sends to managers at central traffic control and drivers of trains is automatically made. It is judged that this system secures the safety of railroad and protects lives of train passengers as the warning signal sends to running train in advance at risky situation of railroad bridge under heavy rainfall.

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반성천 홍수경보시스템 구축을 위한 홍수량산출시 대응 한계유량 산출방법 (Comparison of the Flow Estimation Methods for Flood Warning System on Banseong Stream)

  • 이태삼;성기영;안유진
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.310-310
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    • 2021
  • 지난 수년간 하천 인근에서 홍수로 인하여 다양한 피해가 발생하고 있다. 이러한 홍수피해를 경감하기위해 구조적 비구조적 대책들을 세우고 있으며, 중요한 비구조적 대책 중의 하나가 홍수경보시스템을 구축하는 것이다. 일반적으로 홍수경보시스템을 구축하기 위하여 홍수경보기준지점의 수위를 설정하며 이에 대응하는 한계유량을 산출하고 GIUH 강우-유출모형을 통하여 한계유량에 대응하는 경보강수량을 산정하는 방식을 택하고 있다. 특히 한계유량을 산출하는 경우, 다양한 연구에서 Manning 공식을 통하여 한계유량을 산출하고 있다. 이에 대한 적정성을 비교하기 위해 본 연구에서는 HEC-RAS모형을 통하여 한계유량을 계산하였고 Manning식에서 나온 값과 비교하였다. 비교결과 Manning식에서 산출된 한계유량은 과다한 경보 강수량 값을 채택하고 기존 설계강수량에 비해 매우 큰 값임을 확인할 수 있었다. 이에 비해 HEC-RAS의 한계 유량값은 적정한 경보강수량 값을 제시하였고 연평균알람기준에도 적정함을 알 수 있었다. 본 연구 결과를 통해, 현재 다양한 하천사업이 이루어져 대부분의 하천의 측량이 이루어진 상황에서 기존의 Manning식에 의한 한계유량 산출보다는 HEC-RAS를 통하여 한계유량을 산정해야하는 것이 보다 적정해 보인다.

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