• 제목/요약/키워드: Optimal water management

검색결과 367건 처리시간 0.029초

하천 수질관리를 위한 희석수량 및 점오염원의 최적 제어시스템 (The Optimal Control Systems of Dilution Water and Point Sources for Water Quality Management in Stream)

  • 심순보;한재석
    • 대한토목학회논문집
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    • 제13권2호
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    • pp.295-305
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    • 1993
  • 본 연구의 목적은 오염 심화된 하천 수질개선을 위한 희석수량 및 점오염원을 최적 제어할 수 있는 수질관리 시스템개발에 대한 이론적 방법론을 연구하는데 있다. 시스템 제어변수로는 하천 유하량과 처리장 방출수의 농도수준을, 상태변수로는 DO, BOD, COD, SS를 선택하였고, 시스템 해법으로는 비선형기법인 augmented Lagrangian 기법을 활용하였다. 개발된 시스템을 검증하기 위한 적용대상 하천으로는 오염 심화된 도시하천인 무심천을 선정하였다. 검증과정으로 부터, 개발된 방법론은 도시하천 뿐만아니라 수계 전반에 걸친 폭넓은 분석에도 적합할 것으로 사료되었으며, 제한된 수자원의 효율적 운영을 위한 방안을 제시하는데도 유용한 도구가 될 수 있을 것으로 판단되었다.

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우수유출저감 시설의 최적위치 결정 (Optimal Location of Best Management Practices for Storm Water Runoff Reduction)

  • 장수형;이지호;유철상;한수희;김상단
    • 한국물환경학회지
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    • 제24권2호
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    • pp.180-184
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    • 2008
  • A distributed hydrologic model of an urban drainage area on Bugok drainage area in Oncheon stream was developed and combined with a optimization method to determine the optimal location and number of best management practices (BMPs) for storm water runoff reduction. This model is based on the SCS-CN method and integrated with a distributed hydrologic network model of the drainage area using system of 4,211 hydrologic response units (HRUs). Optimal location is found by locating HRU combination that leads to a maximum reduction in peak flow at the drainage outlet in this model. The results of this study indicate the optimal locations and numbers of BMPs, however, for more exact application of this model, project cost and SCS-CN reduction rate of structural facilities such infiltration trench and pervious pavement will have to be considered.

Multi-Regional Resources Management Practice using Water-Energy-Food Nexus Simulation Model

  • Wicaksono, Albert;Jeong, Gimoon;Kang, Doosun
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2019년도 학술발표회
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    • pp.163-163
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    • 2019
  • The rapidly growing global population increases the awareness of water, energy, and food security worldwide. The concept of Water, Energy, and Food nexus (hereafter, WEF nexus) has been widely introduced as a new resources management concept that integrate the water, energy, and food in a single management framework. Recently, WEF nexus analyzes not only the interconnections among the resources, but also considers the external factors (such as environment, climate change, policy, finance, etc) to enhance the resources sustainability by proper understanding of their relations. A nation-level resources management is quite complex task since multiple regions (e.g., watersheds, cities, and counties) with different characteristics are spatially interconnected and transfer the resources each other. This study proposes a multiple region WEF nexus simulation and transfer model. The model is equipped with three simulation modules, such as local nexus simulation module, regional resources transfer module, and optimal investment planning module. The model intends to determine an optimal capital investment plan (CIP), such as build-up of power plants, water/waste water treatment plants, farmland development and to determine W-E-F import/export decisions among areas. The objective is to maximize overall resources sustainability while minimize financial cost. For demonstration, the proposed model is applied to a semi-hypothetical study area with three different characterized cities. It is expected the model can be used as a decision support tool for a long-term resources management planning process.

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광역상수도의 최적운영 및 제어를 위한 수운영시스템 개발 (Development of Water Management System for Optimal Operation and Control in Wide-area Waterworks)

  • 남의석;우천희;김학배
    • 제어로봇시스템학회논문지
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    • 제9권7호
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    • pp.489-497
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    • 2003
  • A water management system is developed to reduce the unit cost of production in wide-area waterworks. Improving productivity in waterworks is to save power rate. We suggest a method to schedule the supply of water according to the time-varying power rate and pump control scheme. Water pipeline analysis package (SynerGEE Water) is utilized to obtain optimal pump control solution adaptation to water demand. Our evaluation results show that developed scheme is more efficient than the conventional.

Developing an Optimization Module for Water, Energy, and Food Nexus Simulation

  • Wicaksono, Albert;Jeong, Gimoon;Kang, Doosun
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2017년도 학술발표회
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    • pp.184-184
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    • 2017
  • A nation-wide water-energy-food (WEF) nexus simulation model has been developed by the authors and successfully applied to South Korea to predict the sustainability of those three resources in the next 30 years. The model was also capable of simulating future scenarios of resources allocation based on priority rules aiming to maximize resources sustainability. However, the process was still relying on several assumptions and trial-and-error approach, which sometimes resulted in non-optimal solutions of resources allocation. In this study, an optimization module was introduced to enhance the model in generating optimal resources management rules. The objective of the optimization was to maximize the reliability index of resources by determining the resources' allocation and/or priority rules for each demand type that accordingly reflect the resources management policies. Implementation of the optimization module would result in balanced allocation and management of limited resources and assist the stakeholders in deciding resources' management plans, either by fulfilling the domestic production or by global trading.

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

  • 이호현;홍성택
    • 한국정보통신학회논문지
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    • 제25권6호
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    • pp.834-840
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    • 2021
  • 먹는 물을 생산하여 공급하는 상수도 관로에 있어서 압력계에 대한 설치와 관리 방안이 미비함에 따라 압력데이터 신뢰성의 확보 및 운영관리의 어려움을 겪고 있는 실정이다. 관망 및 펌프 등 운영관리 효율화 및 SWM(Smart Water Management)을 구현하기 위해서는 하부 계측 센서의 정확한 데이터 취득을 통하여 의사결정이 이루어져야 한다. 따라서, 본 연구에서는 게이트 밸브와 버터플라이 밸브를 중심으로 관로의 직경(D)을 기준으로 전단 -3D에서부터 후단 7D까지 압력계를 설치하여 밸브의 개도율을 조절하며 데이터를 취득하는 직관 거리 시험을 실시하였으며, 관로에 수직으로 상단(180°)부터 하단(0°)까지 45° 각도 간격으로 압력계를 설치한 후 수직 위치 시험을 실시하였으며, 이 결과들을 바탕으로 압력계의 최적 위치선정 방안을 제시하고자 한다.

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

  • 김태유;유승훈;박중현
    • 상하수도학회지
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    • 제10권3호
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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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국내 수자원 분야 연구 동향 분석을 통한 지역 맞춤형 지하수자원 최적 운영 관리 방안 제시 (A proposal for regional customization and optimal operation management of groundwater resources through analysis of water resources research trends in Korea)

  • 이재범;김진수;양정석
    • 한국수자원학회논문집
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    • 제53권spc1호
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    • pp.743-753
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    • 2020
  • 본 연구에서는 지역 맞춤형 지하수자원 최적 운영 관리 방안 제시를 위하여 국내 수자원 분야 연구 동향 분석을 실시하였다. 수자원 분야와 지하수 자원 분야에서 세부 분류 분야를 결정하였다. 수자원 및 지하수자원 관련 연구의 사례 및 동향 분석을 통해 장기 관측 가능 실증 연구 부지의 확충, 공간 단위 위주의 수자원 평가, 법률 및 조례의 유역 특성 미반영 등 세 가지 개선 사항을 제시하였다. 본 연구의 연구 결과는 지하수자원 관리 정책 입안자 집단으로 하여금 연구 현장에서 요구 사항을 파악할 수 있고, 이후 지하수자원 관리 정책 결정 시 정책적 판단 근거가 될 것으로 기대된다.

팔당호 상류수계에 위치한 공공 하수종말처리시설의 총인 배출 최적관리 (Optimal Management Scheme for Phosphorus Discharged from Public Sewage Treatment Plant Located in Upstream Basin of Paldang Lake)

  • 우영국;박은영;전양근;정명숙;임재명
    • 한국물환경학회지
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    • 제27권2호
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    • pp.200-209
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    • 2011
  • The purpose of the study is to optimally manage sewage treatment plant with analysis of phosphorus contribution and improvement of water quality contributing rate in the effect of inflowing point of effluent and Pal-Dang lake after reducing T-P discharge from large scale public sewage treatment plant at upstream of Pal-Dang lake. Also, this study, for enforcement of T-P in effluent, plans optimal management of effluent T-P through examining propriety of environmental, technological, and economical aspect such as water quality standard of domestic and foreign T-P and related policy. In regarding optimal management of T-P discharged from public sewage treatment plant located in upstream of Pal-Dang lake, the study drew following conclusions. With the optimal management of public sewage treatment plant, it showed that a pollution level became higher in the order of Sumgang E in South-Han river, C in Dalcheon, B1 B2, A in North-Han river, and J in Kyungancheon, and it is required reduction of T-P first. The highest value in analysis of benefit-costs from sewage treatment plant in the selected research area was Kyungan B, and the others are with the order of Jojong A, Bokha A, Kyungan A, and Yanghwa A. With result of this study, all 14 areas are required more enforced phosphorus treatment. The study resulted that the most top priority areas were Hangang F, Sumgang B, and Gyungan A, top priority areas were Bokha A, Dalcheon B, and Cheongmi A, priority areas were Hangang E, Heukcheon A, Gyungan B, and Jojong A, and potential areas were Sumgang A, Yanghwa A, Dalcheon A, and Hangang D. It seems to be appropriate to apply 0.2 mg/L of T-P treatment for water supply source reservation, 0.5 mg/L for the other areas by locally, and 0.2~0.5 mg/L for biological nitrogen phosphorus treatment method and 0.5~1 mg/L for Conventional Activated Sludge by technologically. Also, it may be appropriate to apply 0.2 mg/L for the most top priority area(I), 0.3 mg/L for the top priority area(II), 0.4 mg/L for priority area(III), and 0.5 mg/L for potential area(IV) by the separation of priority area.