• 한국습지학회지
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• 제21권spc호
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• pp.134-140
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• 2019

본 연구에서는 하천 제방에 대한 홍수취약성을 평가하는 새로운 기법으로 제방홍수취약성지수를 제안하였고 제방홍수취약성 지수를 산정하는데 있어 필요한 인자를 적용하는 방법에 대하여 알아보고자 한다. 이를 위해 먼저 대상 제방의 계획홍수위를 적용하여 제방의 안전율을 분석하였고, 제방의 인자들로는 여유고, 둑마루폭, 제방단면의 비, 활동안전율, 턱(소단)의 길이, 침윤선 길이 비, 한계유속으로 7가지의 인자들을 바탕으로 제방홍수취약성지수를 산출하였다. 이를 활용하여 제방의 취약성 분석을 실시하고 분석결과를 제방홍수취약성지수(Levee Flood Vulnerability Index, LFVI) 값을 이용하여 1~7등급으로 나누어 제방의 취약성을 평가하였다.

• 대한토목학회논문집
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• 제35권2호
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• pp.341-351
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• 2015

본 연구는 만경강 유역을 대상으로 하천을 하도경사를 이용하여 구분하고 빈도별 홍수량에 따라 확보해야 하는 공간과 홍수 방어 대책 수립 지역을 선정하였다. 하천 구분에 의한 분석결과 상류하천 유역에서는 빈도별 홍수량이 커져도 홍수범람면적의 변화가 작으나 하류 하천유역의 경우 빈도별 홍수량이 커짐에 따라 범람면적이 크게 증가하는 것으로 나타났다. 또한, 하천구간별에 따라 주거지역 면적비율이 10%이하인 지역에 대해서는 하천공간 확보 가능 지역, 그리고 10% 이상인 지역은 홍수방어 보강지역으로 선정하고 분석 수행하였다. 분석결과 하류지역은 하천공간 확보 가능 지역이 많고, 상류지역은 홍수방어 보강지역이 많은 것으로 분석되었다. 향후 과거 하천 형태 및 습지 분포 위치 등을 고려한 하천공간 확보 가능지역을 분석하고자 한다.

• 농업과학연구
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• 제48권3호
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• pp.515-526
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• 2021

The frequency of typhoons and torrential rainfalls has increased due to climate change, and the concurrent risk of breakage of dams and reservoirs has increased due to structural aging. To cope with the risk of dam breakage, a more accurate emergency action plan (EAP) must be established, and more advanced technology must be developed for the prediction of flooding. Hence, the present study proposes a method for establishing a more effective EAP by performing flood and inundation analyses using one- and two-dimensional models. The probable maximum flood (PMF) under the condition of probable maximum precipitation (PMP) was calculated for the target area, namely the Gyeong-cheon reservoir watershed. The breakage scenario of the Gyeong-cheon reservoir was then built up, and breakage simulations were conducted using the dam-break flood forecasting (DAMBRK) model. The results of the outflow analysis at the main locations were used as the basis for the one-dimensional (1D) and two-dimensional (2D) flood inundation analyses using the watershed modeling system (WMS) and the FLUvial Modeling ENgine (FLUMEN), respectively. The maximum inundation area between the Daehari-cheon confluence and the Naeseong-cheon location was compared for each model. The 1D flood inundation analysis gave an area of 21.3 km², and the 2D flood inundation analysis gave an area of 21.9 km². Although these results indicate an insignificant difference of 0.6 km² in the inundation area between the two models, it should be noted that one of the main locations (namely, the Yonggung-myeon Administrative and Welfare Center) was not inundated in the 1D (WMS) model but inundated in the 2D (FLUMEN) model.

• 대한건축학회논문집:계획계
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• 제36권4호
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• pp.13-22
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• 2020

Recent abnormal climate has increased the frequent of heavy rains and floods, and over 100 people have been killed in the last decade caused by these. In the midst of severe flood disasters, safety education to learn how to respond and evacuate them has become important. The purpose of this study was to analyze the needs and effective education types for the flood disaster school safety education. This study shows Analysis the current state of school safety education based on the 7 standards of school safety education, especially in disaster safety categories through the survey of secondary school teachers and students. And a desirable form of flood safety education was derived by analysis of awareness of flood disaster safety education and their educational needs. More than 70% of teachers and students hoped for a experience-based flood disaster safety education, they wanted to learn once a year, one hour from a safety education specialist in experience facilities. As for the contents of the training, they wanted to experience evacuation in the event of flood disaster, and also wanted education related to survival swimming. The most necessary thing for the establishment of experience-based disaster safety education was the expansion of experience facilities.

• Water Engineering Research
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• 제5권4호
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• pp.157-176
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• 2004

This research presents a prototype development and implementation of Decision Support System (DSS) for integrated river basin water management for the flood control. The DSS consists of Relational Database Management System, Hydrologic Data Monitoring System, Spatial Analysis Module, Spatial and Temporal Analysis for Rainfall Event Tool, Flood Forecasting Module, Real-Time Operation of Multi Reservoir System, and Dialog Module with Graphical User Interface and Graphic Display Systems. The developed DSS provides an automated process of alternative evaluation and selection within a flexible, fully integrated, interactive, centered relational database management system in a user-friendly computer environment. The river basin decision-maker for the flood control should expect that she or he could manage the flood events more effectively by fully grasping the hydrologic situation throughout the basin.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2010년 춘계학술발표회 논문집
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• pp.389-393
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• 2010

The Objective of this study was to develop a system for visualizing inundation area by using 1-D numerical model analyzing damage information such as inundation area, facilities, land usages, population, building, loads. In this study, we have reviewed hydraulic models to select a flood model for simulation of discharges, water depths and velocities. The study area is Namhan River from Youngwol to Paldang Dam which had a flood damage on upper and below regions of Chungju Dam by a storm event in 2006. At the first, we developed the DB system base on GIS thematic map, ortho images, cadastral maps to analyze flood damages and support decisions making. Changing the boundary conditions such as discharge at the gauging stations, flood simulations were performed and then damages were extracted from the databases information support system based on 1-D numerical hydraulic model, it is expected to be able to analyze flood damages and support a decision making for reduce flood relate damages. In the future, the system developed in this study could be applied for flood forecasting system of small scaled streams.

• 한국환경과학회지
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• 제17권9호
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• pp.957-968
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• 2008

The purpose of this study is to analyze the characteristics of hydraulic behavior of the natural channel flow according to the temporal classification mode, and thus propose the hydraulic analysis method for future channel design. For analysis, the temporal flow characteristics of the channel section was divided into the steady flow and the unsteady flow. For hydraulic analysis, the HEC-RAS model, which is a one-dimensional numerical analysis model, and the SMS-RAM2 model, which is a two-dimensional model, were used and the factors used for analysis of hydraulic characteristics were flood elevation and flow rate. The flow state was analyzed on the basis of the one-dimensional steady flow and unsteady flow for review. In the unsteady flow analysis the flow rate changed by $(-)0.16%{\sim}(+)0.26%$, and the flood elevation varied by $(-)0.35%{\sim}(+)0.51%$ as compared to the values in the steady flow analysis. Given these results, in the one-dimensional flow analysis based on the unsteady flow the flood elevation and flow rate were greater than when the analysis was done on the basis of the steady flow. The flow state was analyzed on the basis of the two-dimensional steady flow and unsteady flow. In the unsteady flow analysis the flow rate varied by $(-)0.16%{\sim}(+)1.08%$, and the flood elevation changed by $(-)0.24%{\sim}(+)0.41%$ as compared to the values in the steady flow analysis. Given these analysis results, in the two dimensional flow analysis based on the unsteady flow, the flood elevation and flow rate were greater than when the analysis was done on the basis of the steady flow.

• 한국안전학회지
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• 제31권6호
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• pp.58-66
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• 2016

This study aims to estimate the failure probability of concrete gravity dams for their risk analysis under flood situation. To the end, failure modes of concrete gravity dams and their limit state functions are proposed based on numerous review of domestic and international literatures on the dam failure cases and design standards. Three failure modes are proposed: overturning, sliding, and overstress. Based on the failure modes the limit state functions, the failure probability is assessed for a weir section and a non-weir section of a dam in Korea. As water level is rising from operational condition to extreme flood condition, the failure probability is found to be raised up to the warning condition, especially for overturning mode at the non-weir section. The result can be used to reduce the risk of the dam by random environmental variables under possible flood situation.

• 한국방재학회 논문집
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• 제8권2호
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• pp.149-158
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• 2008

본 연구에서는 저류함수모형을 이용한 홍수유출분석의 시행에서 즘 더 정확한 모의가 가능할 수 있도록 유역에 대한 매개변수를 재 산정하였다. 매개변수의 산정을 위해 민감도분석을 실시하고, 한강유역을 대상으로 각 유역별 지형인자를 새로 추출하였으며, 이를 기준으로 홍수 모의를 통해 유역모형의 유출상수를 홍수직전유출고와의 관계로 회귀분석 하였다. 유역모형의 저류상수는 유역별 홍수사상에 따른 최적의 저류봉수식으로 도출하였으며, 산정된 매개변수를 이용한 보형의 수행 결과를 한국수자원공사의 K-Water(기준상수) 모형 및 한강홍수통제소 형과 비교하여 본 연루의 결과가 관측 수문곡선과 더 유사함을 제시하였다.

• 물과 미래
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• 제10권2호
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• pp.113-124
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• 1977

Alone the southwesten coast of Korean peninsula, the extensive available arable acreages suited for forming are found in the development of tidal flats in the geographically curved bays with a motable tidal emplitude. It was found that the developments of these tidal flats cover an estimated area more than 276,000ha. In this paper, a flood control system by Pul's Storage Indication Method and Pul's Graphical Method at Return Periods-50 yrs, design rainfall-267mm per 48hrs and design flood-926c.m.s. and at 0.2meter control height above the High Water Ordinary Spring Tide Level (+11.0m) was studied. At the result, the flood demage in the reservoir at Return Periods-50 yrs and the tidal level at H.W.O.S.T.L. were satisfied to the below E.L. 11.20m (Flood Level in the reservoir). Well skilled flood control technique and management and control of draining sluice gate should be required for the disaster prevention from the flood and tide damage.