• Title/Summary/Keyword: Optimal water supply management

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Development of Optimal Reservoir System Operation Model for Water Supply by Applying MIP Technique and Reappraisal of Water Supply Capability of Nakdong River Basin (MIP에 의한 댐군연계운영 최적화모형 개발과 개발 모형에 의한 낙동강수계 용수공급능력 재평가)

  • Choe, Yeong-Song;An, Gyeong-Su;Park, Myeong-Gi
    • Journal of Korea Water Resources Association
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    • v.33 no.4
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    • pp.447-459
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    • 2000
  • Since the development of water resources is getting more difficult than ever before because of human-sociological condition, it would be necessary to develop a practically applicable technique for the management of water resources based on demand-side concept that could reduce unusable release for more effective and appropriate allocation of limited water resources. The objective of the study is to develop an optimal reservoir system operation model for water supply and energy augmentation by the combination of water budget analysis method in downstream area by MIP technique. The applicable study of the developed model was carried out and water supply capability of Nakdong river basin was re-evaluated by the developed model. The model has been found successful to guarantee appropriate water supply to the basin by means of deficit-supply management method and also turned out to be more practical tool for an optimal reservoir system operation model than other existing models.

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Development of Optimal Network Model for Conjunctive Operation of Water Supply System with Multiple Sources (다수원 상수도시스템 연계운영을 위한 최적 네트워크 모형 구축)

  • Ryu, Tae-Sang;Ha, Sung-Ryong;Cheong, Tae-Sung
    • Journal of Korea Water Resources Association
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    • v.44 no.12
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    • pp.1001-1013
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    • 2011
  • Development of an optimal water supply system considering water quantity, quality, and economical efficiency is needed to decide optimal available area by combine water supply systems in overlapped area where are more than 2 water sources. The EPAnet and the KModSim were coupled to develop optimal network model. The developed network model was calibrated by measured data from water supply system in Geoje City, Korea in 2007 which have three water sources such as Sadeong booster pumping station, Guchun dam reservoir and Yoncho dam reservoir. The optimum network model was validated by operating results of 2011 to assess the economically optimized service area and optimal pump combination under the given hydraulic operating rules developed in this study. The developed model can be applied into designing water supply systems and operating rules for the conjunctive operation since the model can give the optimal solution satisfied with water quantity, economical efficiency and quality.

A Study on the Development of Optimal Renewal Planning Model in Water Supply Facilities Connected to Future Financial Plan of Water Providers (수도사업자의 장래 재정계획과 연계한 상수도시설의 최적 개량계획 수립 모델 개발 연구)

  • Lim, Sanghyun;Shin, Hwisu;Seo, Jeewon;Kim, Kibum;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.31 no.2
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    • pp.149-159
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    • 2017
  • It is considered necessary to renewal a considerable number of water supply facilities in Korea because they began to be intensively buried in the period of rapid economic growth. Accordingly, local water providers are required to take measures against this situation, but they have currently been caught in a vicious circle of the lack of budget spent in renewing water supply facilities because county-based small-scale local water supply cannot afford to cover annual expenditures with their revenues from water rates. Therefore, this study developed an optimal renewal planning model capable of achieving a balance of financial revenue and expenditure in local water supply using nonlinear programming and furthermore of minimizing the total cost incurred during the analysis. To this end, this study selected the water supply area located in County Y as a research area to build the financial revenue and expenditure and used Solver function provided by Microsoft Excel to use nonlinear programming. As a result, this study developed an optimal renewal planning model minimizing incurred costs in consideration of 6 items in the financial revenue and expenditure. The optimal renewal plan was modeled according to the available annual budget. As a result, this study proposed SICD, a scenario to minimize total costs from the perspective of water suppliers, and SITS, a scenario to minimize the increase in water rates from the perspective of consumers. It can be said that the method proposed in this study is the core of the optimal financial and renewal plans as a final stage of asset management for water supply facilities. Therefore, it is considered possible for local water providers to use the method proposed in this study according to circumstances for the asset management of water supply facilities.

Estimating Vulnerable Duration for Irrigation with Agricultural Water Supply and Demand during Residual Periods (농업용수의 잔여 공급계획량 및 수요예측량에 의한 관개 취약시기 산정)

  • Nam, Won-Ho;Kim, Tae-Gon;Choi, Jin-Yong;Lee, Jeong-Jae
    • Journal of The Korean Society of Agricultural Engineers
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    • v.54 no.5
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    • pp.123-128
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    • 2012
  • For optimal reservoir operation and management, there are essential elements including water supply in agricultural reservoir and demand in irrigation district. To estimate agricultural water demand and supply, many factors such as weather, crops, soil, growing conditions cultivation method and the watershed/irrigation area should be considered, however, there are occurred water supply impossible duration under the influence of the variability and uncertainty of meteorological and hydrological phenomenon. Focusing on agricultural reservoir, amount and tendency of agricultural water supply and demand shows seasonally/regionally different patterns. Through the analysis of deviation and changes in the timing of the two elements, duration in excess of water supply can be identified quantitatively. Here, we introduce an approach to assessment of irrigation vulnerable duration for effective management of agricultural reservoir using time dependent change analysis of residual water supply and irrigation water requirements. Irrigation vulnerable duration has been determined through the comparison of water supply in agricultural reservoir and demand in irrigation district based on the water budget analysis, therefore can be used as an improved and basis data for the effective and intensive water management.

A Study on the Optimal Water Supply using Virtual Drought Exercise with Hydrological Drought Index (수문학적 가뭄지수와 가상가뭄훈련에 의한 저수지의 최적 물 공급 방안 연구)

  • Seo, Hyeong-Deok;Jeong, Sang-Man;Kim, Seong-Joon;Lee, Joo-Heon
    • Journal of Korea Water Resources Association
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    • v.41 no.10
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    • pp.1045-1058
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    • 2008
  • Drought is a natural phenomena caused by long time lack of precipitation causing varying damages in several regions which increases yearly. Specifically, in 1994$\sim$1995 and 2001 severe drought occurred in almost every region of Korea. Small and medium sized water supply reservoirs exposed their bottoms and also raised considerable economic losses. In spite of this fact, damages and impacts from the drought can still be minimized by well defined drought management plans with optimal management of water supply facilities. Throughout this research, integrated drought information system is proposed to used in monitoring the drought of Korea in real time. And the expert system for the management of water supply facilities has developed using Shared Vision Model (SVM) to enable the Virtual Drought Exercise (VDE). To find a better way to manage water during drought and to develop the enhanced abilities to respond to drought, virtual drought exercise is the most effective approach and process. The proposed process of virtual drought exercise using integrated drought information system can be used as an effective tool to prepare the optimal water supply plans during the drought.

Development of an Optimal Operation Model of Residual Chlorine Concentration in Water Supply System (송·배수시스템의 최적 잔류염소농도 관리 모델 개발)

  • Kim, Kibum;Hyung, Jinseok;Seo, Jeewon;Shin, Hwisu;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.31 no.6
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    • pp.587-597
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    • 2017
  • This study aimed to develop a method to optimize residual chlorine concentrations in the process of providing water supply. To this end, this study developed a model capable of optimizing the chlorine input into the clearwell in the purification plant and the optimal installation location of rechlorination facilities, and chlorine input. This study applied genetic algorithms finding the optimal point with appropriate residual chlorine concentrations and deriving a cost-optimal solution. The developed model was applied to SN purification plant supply area. As a result, it was possible to meet the target residual chlorine concentration with the minimum cost. Also, the optimal operation method in target area according to the water temperature and volume of supply was suggested. On the basis of the results, this study derived the most economical operational method of coping with water pollution in the process of providing water supply and satisfying the service level required by consumers in the aspects of cost effectiveness. It is considered possible to appropriately respond to increasing service level required by consumers in the future and to use the study results to establish an operational management plan in a short-term perspective.

Data-based Analysis for Pressure Gauge Optimal Positioning in Water Supply Pipeline (상수관로 압력계 최적 위치선정을 위한 데이터기반 시험분석)

  • Lee, Hohyun;Hong, Sungtaek
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.25 no.6
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    • pp.834-840
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    • 2021
  • The management and installation methods of pressure gauges in water supply pipeline are not efficiently regulated and their installations are different in each site. In this paper, various domestic and overseas documents are examined about the pressure gauge. In order to improve the efficiency of operation management such as pipeline network and pump operation, water pressure needs to be measured as accurate as possible, by which decision making for optimal pipe network can be achieved. To get the goal, the installation of pressure gauge should be reviewed about where and how to install. In this study, an optimal horizontal distance test is conducted, in which pressure value variation is monitored and analyzed according to up and down stream distances and valve flow control, and a optimal vertical position test is also analyzed by installing the pressure gauges vertically from the up(180°) to the bottom (0°) of the pipeline.

Development and application of hydro-economic optimal water allocation and management model (수자원-경제 통합 물 배분 최적화 모형의 개발 및 적용)

  • Jeong, Gimoon;Choi, Sijung;Kang, Doosun
    • Journal of Korea Water Resources Association
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    • v.52 no.10
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    • pp.707-718
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    • 2019
  • The optimal water allocation pursues a reliable and economic supply of water resources to meet various interests in socio-economic-environmental aspects. The global water shortage has intensified due to climate change and population growth with limited water resources. Thus, the water management scheme has shifted to improve water use efficiency by proper demand management and water allocation planning. Here, a hydro-economic water allocation model, called WAMM (Water Allocation and Management Model) is introduced. The WAMM is equipped with an improved linear programming algorithm for optimal water allocation and estimates economic value of water supply as an objective of water

A Study on the Optimal Water Pricing by Long Run Marginal Cost in Korea (장기한계비용을 이용한 한국의 최적 수도요금결정에 관한 연구)

  • Kim, Tai-Yoo;Yoo, Seung-Hoon;Park, Chung-Hyun
    • Journal of Korean Society of Water and Wastewater
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    • v.10 no.3
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    • pp.100-114
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    • 1996
  • Besides insufficient water, water contamination confronts us with 'water crises' of both quantity and quality. However, the daily water consumption per capita of Korea is greater than that of other developed countries. Because of the current low water price, which is lower than a half of production cost, not only does it become difficult to cope promptly with rapidly increasing water demand and water contamination, but it also causes waste of water. We should, therefore, switch over from supply side management-oriented policy to demand side management-oriented policy through a raise of the water rate. This study carries out a cost analysis based on fair return method which is the principle of water pricing in Korea, and it estimates, through equilibrium analysis, long run marginal cost(LRMC), which satisfies allocative efficiency and reflects true social cost to additional one-unit water supply. Based on the results, this study proposes that the estimated LRMC is the optimal price level in water pricing, which is the most important of the demand side management policies. In the end, water conservation effect, price pervasive effect, and social welfare effect are analyzed.

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