• Title/Summary/Keyword: Flood Control

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The Flood Control of the Namgang and Andong Reservoir System by an Optimization Procedure (최적화(最適化) 기법(技法)에 의한 남강(南江)-안동(安東)댐의 홍수조절(洪水調節))

  • Kim, Sheung Kown;Yoon, Yong Nam;Lee, Sung Yoon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.8 no.1
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    • pp.49-60
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    • 1988
  • The use of an Incremental Dynamic Programming (IDP) for real-time flood control operation is investigated. The optimization model has been applied for the Namgang and Andong hypothetical flood control system in the Nakdong river basin. The objective of the operation is defined to minimize the maximum flow at the confluence of downstreams from the two reservoirs. The results are compared to the direct summation of the flood routing results from individual flood control simulation run. It shows that peak flow at the confluence is reduced markedly by reducing peak outflows from individual reservoirs and by balancing the time of the peak release between the two reservoirs.

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The Study On Economic Effect for the Construction Project -Emphasized on Flood Control Project- (건설사업의 경제성 조사연구 -치수사업 중심으로-)

  • 김용석
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.14 no.3
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    • pp.2749-2760
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    • 1972
  • The aim of this study is to decide the effective scale of investment and regional of flood control project in chronical inundation area of Moo-Han River vicinity by selecting objective regions of Seong-Jang, Yae-San, Oh-Ka and Shin-Ahm areas. In order to accomplish, the writer conducted research on the extent of damages, assets and hydrographic patterns of flood in the areas as described in foregoing chapters, and further analized the research in the method of survey and investment efficiency evaluation for flood control directed by the Ministry of Construction. According to the above analysis, the writer concluded as follows: The investment efficiency is different depend upon regional character. However, it is found that economic efficiency is high throughout in probility year 70. Therefore, the writer consider the scale of economic investment should be same as that of probability year 70 amounted \610,904,000 and regional priority are as following table. Considering the time length, objective areas of study and difficulties encounted during research,, this study is belioved to be insufficient. Accordingly, it is hoped that this study is continued to complete problems undone and is contributive to rationalize the flood control project in this areas.

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Effect of Installing a Selective Withdrawal Structure for the Control of Turbid Water in Soyang Reservoir (탁수조절을 위한 소양호 선택취수설비 설치 효과 분석)

  • Chung, Se Woong;Park, Hyung Seok;Yoon, Sung Wan;Ryu, In Gu
    • Journal of Korean Society on Water Environment
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    • v.27 no.6
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    • pp.743-753
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    • 2011
  • One of the most important water management issues of Soyang Reservoir, located in North Han River in Korea, is a long term discharge of turbid water to downstream during flood season. Installation of a selective withdrawal structure (SWS) is planned by the reservoir management institute as a control measure of outflow water quality and associated negative impacts on downstream water use and ecosystem. The objective of the study was to explore the effectiveness of the SWS on the control of outflow turbidity under two different hydrological years; one for normal flood year and another for extreme flood year. A two-dimensional (2D), laterally averaged hydrodynamic and water quality model (CE-QUAL-W2) was set up and calibrated for the reservoir and used to evaluate the performance of the proposed SWS. The results revealed that the SWS can be an effective method when the ${\Theta}$ value, the ratio between the amount of turbid water that containing suspended sediment (SS) greater than 25 mg/L and the total storage of the reservoir, is 0.59 during the normal flood year. However, the effectiveness of the SWS could be marginal or negative in the extreme flood year when ${\Theta}$ was 0.83. The results imply that the SWS is an effective alternative for the control of turbid water for moderate flood events, but not a sufficient measure for large flood events that are expected to happen more often in the future because of climate change.

A Flood Damage Preventation and Permanent Restoration Method (수해 예방과 항구적인 복구 방안)

  • 구본충
    • Journal of the Korean Professional Engineers Association
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    • v.32 no.6
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    • pp.94-99
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    • 1999
  • Recently, flood damage is rapidly increasing because of warming of globe, urbanization and industrialization. As a countermeasure to prevent these flood damages, it is quite required to extend the flood control ability by improving the objective rivers in the watershed and building more medium to large scale reserviors. Simultaneously repairing and rehabilitation of facilities through the safety diagnosis for reinforcement of the facilities should be continuously proceeded. Also extensive implementation of drainage improvement, establishment of prevention and refairing system against flood damage and raise of accuracy of weather forecasting should be proceeded.

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GIS Based Distributed Flood Damage Assessment (GIS기반의 분포형 홍수피해산정 기법)

  • Yi, Choong Sung;Choi, Seung An;Shim, Myung Pil;Kim, Hung Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.3B
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    • pp.301-310
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    • 2006
  • Typically, we needs enormous national budget for the flood control project and so the project usually has big influence on the national economy. Therefore, the reliable estimation of flood damage is the key issue for the economic analysis of the flood control project. This study aims to provide a GIS based technique for distributed flood damage estimation. We consider two aspects of engineering and economic sides, which are the inundation analysis and MD-FDA (Multi-Dimensional Flood Damage Analysis), for the flood damage assessment. We propose the analysis framework and data processing using GIS for assessing flood damages. The proposed methodology is applied to the flood control channel project for flood disaster prevention in Mokgamcheon/Dorimcheon streams and this study presents the detailed GIS database and the assessment results of flood damages. This study may have the worth in improving practical usability of MD-FDA and also providing research direction for combining economic side with the engineering aspect. Also this distributed technique will help decision-making in evaluating the feasibility of flood damage reduction programs for structural and nonstructural measures.

Flood Hazard Map in Woo Ee Stream Basin Using Conclusive Hydraulic Routing Model (결정론적 홍수위 추적 모형을 이용한 우이천 유역의 홍수범람도 작성)

  • Moon, Young-Il;Yoon, Sun-Kwon;Kim, Jae-Hyun;Ahn, Jae-Hyun
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.637-640
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    • 2008
  • Flood control and river improvement works are carried out every year for the defense of the flood disaster, it is impossible to avoid the damage when there is a flood exceeding the capacity of hydraulic structures. Therefore, nonstructural counter plans such as the establishment of flood hazard maps, the flood warning systems are essential with structural counter plans. In this study, analysis of the internal inundation effect using rainfall runoff model such as PC-SWMM was applied to Woo Ee experimental stream basin. Also, the design frequency analysis for effects of the external inundation was accomplished by main parameter estimation for conclusive hydraulic routing using HEC-RAS model. Finally, inundated areas for flood hazard map were estimated at Woo Ee downstream basin according to flood frequency using HEC-GeoRAS model linked by Arc View GIS.

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A study on the flood control of the Mekong Delta (메콩강하구의 홍수조절)

  • 최병습
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 1998.10a
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    • pp.299-304
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    • 1998
  • Flood control of the Mekong delta should be developed over time for rural as well as urban areas. The hydraulic modelling effort is aimed an investigating flow distribution and water level. For the flood control study the flood model made with the VRSAP program is used. Concerning future improvement of the models it is recommended to improve the quality of water level and discharge, extend the number of the measuring locations needed for input for the models, systematically review and analyze future measurement campaigns in order to obtain better understanding of the complex hydraulic aspects, verify and update the topographical data used to model the rivers and cannals, carry out detailed calibration and verification of the models on water levels, discharges etc.

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Determination of Flood Risk Considering Flood Control Ability and Urban Environment Risk (수방능력 및 재해위험을 고려한 침수위험도 결정)

  • Lee, Eui Hoon;Choi, Hyeon Seok;Kim, Joong Hoon
    • Journal of Korea Water Resources Association
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    • v.48 no.9
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    • pp.757-768
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    • 2015
  • Recently, climate change has affected short time concentrated local rainfall and unexpected heavy rain which is increasingly causing life and property damage. In this research, arithmetic average analysis, weighted average analysis, and principal component analysis are used for predicting flood risk. This research is foundation for application of predicting flood risk based on annals of disaster and status of urban planning. Results obtained by arithmetic average analysis, weighted average analysis, and principal component analysis using many factors affect on flood are compared. In case of arithmetic average analysis, each factor has same weights though it is simple method. In case of weighted average analysis, correlation factors are complex by many variables and multicollinearty problem happen though it has different weights. For solving these problems, principal component analysis (PCA) is used because each factor has different weights and the number of variables is smaller than other methods by combining variables. Finally, flood risk assessment considering flood control ability and urban environment risk in former research is predicted.

Effect of Chungju Dam Operation for Flood Control in the Upper Han River (충주댐 방류에 따른 댐 상하류 홍수위 영향 분석)

  • Kim, Sang Ho;Kim, Ji-Sung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.2
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    • pp.537-548
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    • 2013
  • In this study, the hydraulic channel routing model was constructed to analysis the effect of flood control with the operation of Chungju Dam for 2006 flood. Study area was divided with up- and downstream of Chungju Dam in the upper Han River of Paldang Dam. The model was calibrated and verified for the flood event of 1995-2008. The effects of flood control of Chungju Dam were compared with the simulation results without the dam, and the rising effects of stage in the main observation stations were analyzed by the variation of released dam discharge. Consequently, the operation of Chungju Dam for 2006 flood was performed properly, but the effects of flood control of Chungju Dam were so focused in downstream of the dam that institutional complement was demanded to reduce the flood damage in the upper region of the dam. The limit of decision rule of downstream stage in the backwater region of dam was analyzed to solve the problem, and the decision rule of downstream stage was proposed to consider the discontinuity between the backwater region of dam and the design flood of upper stream. The proposed rule will be used to design the reduction of flood damage in upper stream of dam and to apply the analysis of region for flood damage.

Multi-Dimensional Flood Damage Analysis (Ⅰ): Principle and Procedure (다차원 홍수피해산정방법(Ⅰ): 원리 및 절차)

  • Choi, Seung-An;Yi, Choong-Sung;Shim, Myung-Pil;Kim, Hung-Soo
    • Journal of Korea Water Resources Association
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    • v.39 no.1 s.162
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    • pp.1-9
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    • 2006
  • Recently, the flood damages including losses of human lifes and property have been rapidly increased according to extreme floods. And we know that the flood control project is needed for diminishing flood damages. However, we have had the lacks in a reasonable methodology for the economic analysis of food control project. This study aims to improve the existing economic analysis method for flood control project. So, first of all, we understand the problems of existing economic analysis and investigate the methodologies of foreign countries. Based on that, the Multi-Dimensional Flood Damage Analysis(MD-FDA) is developed in this study. The survey of properties on the floodplain is conducted, then the damage rate obtained by evaluating the monetary values of surveyed property is applied, and the expected flood damage is calculated. Also by considering damage area in the floodplain as well as spatial distribution of inundated depth using GIS, the flood damages are evaluated more accurately than existing method. From the study, we know that the MD-FDA can improve the problems of existing method and evaluate the reasonable flood damages by using updated nation리 statistics.