• Title/Summary/Keyword: Water resources facilities

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Network Modeling of Paddy Irrigation System using ArcHydro GIS (ArcHydro를 이용한 GIS기반의 관개시스템 네트워크 모델링)

  • Park, Geun-Ae;Park, Min-Ji;Jang, Jung-Seok;Kim, Seong-Joon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.323-327
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    • 2006
  • During the past decades in South Korea, there have been several projects to reduce water demand and save water for paddy irrigation system by automation. This is called as intensive water management system by telemetering of paddy ponding depth and canal water level and telecontrol of water supply facilities. This study suggests a method of constructing topology-based irrigation network system using GIS tools. For the network modeling, a typical agricultural watershed included reservoirs, irrigation and drainage canals, pumping stations was selected. ArcHydro tools composed of edge, junction, waterbody and watershed were used to construct hydro-network. ArcHydro Model was then designed and the network was successfully built using the HydroID. Visualization using ArcHydro tools could display table property of each object. ArcHydro Model was linked to Agricultural Water Demamd and Supply Estimation System (AWDS) which developed by Korea Rural Community and Agriculture Corporation (KRC) to extract information of the study area. And menu of supply facilities information, demand analysis and supply analysis constructed for information acquisition and visualization of acquired informations.

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Ab-Anbar, the Ancient Underground Water Houses of Iran

  • Yazdi, J. Tababaee;Han, Moo-Young
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1438-1441
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    • 2008
  • Throughout the history, the people of Iran have battled the dryness by innovations to preserve every drop of water that lands from the rare clouds, or from a stream flowing out of distant springs. Water is precious and held with highest respect, whether stored for drinking at an Ab-Anbar, or for washing and farming at the Houz in the middle of their oasis homes and orchards, or sourced at a Qanat spring or Jooy under ground. How it is that drinking water as cold as a mountain fall is found in desert of Iran? Ab-Anbar is an ancient means of water preservation and cooling through anunderground building structure. These underground structures have been present in Khorasan and other desert provinces of Iran as public or private water storage facilities, widely used before the installation of public plumbing systems in the late 1950s. Although many of these structures are still functional, most have been protected by government for restoration or viewing by the public as historical heritage. Khorasan natural dry climate and the massive surrounding deserts have been a breeding ground for many designs of Ab-Anbars. Today the existing number of such facilities stands in the province of Khorasan. Usually these structures were built in populated areas, also there are some forms of such structures on old trade routes and roadways leading to and from populated towns. This paper considers the history of Ab-Anbars in Khorasan as well as other relevant aspects such as types, components, construction methods and materials, filling and withdrawal systems.

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Global Assessment of Current Water Resources using Total Runoff Integrating Pathways and Global GIS

  • Taikan Oki;Takao Saruhashi;Yasushi Agata;Shinjiro Kanae;Katumi Musiake
    • Proceedings of the Korea Water Resources Association Conference
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    • 2001.05a
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    • pp.67-75
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    • 2001
  • Anticipated water scarcity in the first half of this century is one of the most concerned international issues. However, even though the issue has an international impact and world wide monitoring is critical, there are limited number of global estimates at present. In this study, annual water availability was derived from annual runoff estimated by land surface models using Total Runoff Integrating Pathways (TRIP) with 0.5 degree by 0.5 degree longitude/latitude resolution globally. Global distribution of water withdrawal for each sector in the same horizontal spatial resolution was estimated based on country-base statistics of municipal water use, industrial water use, and agricultural intake, using global geographical information system with global distributions of population and irrigated crop land area. The total population under water stress estimated for 1995 corresponded very well with former estimates, however, the number is highly depend on how to assume the ratio how much water from outside of the region can be used for water resources within the region. It suggests the importance of regional studies evaluating the possibility of water intake as well as the validity of the investment for water resources withdrawal facilities.

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Re-chlorination facility design to cope with virus intrusion in water distribution system (상수도 관망 내 바이러스 유입 대응을 위한 재염소 시설 설계)

  • Kim, Beomjin;Lee, Seungyub
    • Journal of Korea Water Resources Association
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    • v.57 no.4
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    • pp.277-287
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    • 2024
  • Water distribution system (WDS) is exposed to various water quality incidents during its operation. This study utilized Quantitative Microbial Risk Assessment (QMRA) to analyze the risk associated with potential virus intrusion in WDSs. Additionally, the study determined the location and operation of rechlorination facilities to minimize potential risk. In addition, water quality resilience was calculated to confirm that the chlorine concentration maintains within the target range (0.1-1.0 mg/L) during normal operation. Hydraulic analysis was performed using EPANET, while EPANET-MSX was linked to simulate the reactions between viruses and chlorine. The proposed methodology was applied to the Bellingham network in the United States, where rechlorination facilities capable of injecting chlorine concentrations ranging from 0.5 mg/L to 1.0 mg/L were considered. Results indicated that without rechlorination facilities, the Average risk was 0.0154. However, installing rechlorination facilities and injecting chlorine at a concentration of 1.0 mg/L could reduce the Average risk to 39.1%. It was observed that excessive chlorine injection through rechlorination facilities reduced water quality resilience. Consequently, a rechlorination facility with a concentration of 0.5 mg/L was selected, resulting in a reduction of approximately 20% in average risk. This study provides insights for designing rechlorination facilities to enhance preparedness against potential virus ingress in the future.

Analysis on the inverter applied to water treatment facilities (수도사업장 인버터 적용에 따른 특성 분석)

  • Kim, Hee-Gon;Kim, Bong-Ki;Choi, Hyeong-Cheol;Choi, Jin-Suk;Jang, Seok-Myong
    • Proceedings of the KIEE Conference
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    • 2008.07a
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    • pp.2040-2041
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    • 2008
  • 본 논문은 최근 고도의 산업화 및 자동화, 전력전자 기술의 발전과 더불어 Power Electronics를 이용한 기술이 다양화됨에 따라 고조파 발생으로 인한 피해 방지 및 전력품질의 중요성이 대두되고 있는 가운데, 보다 효율적인 펌프운전을 위해 정밀성과 제어성능이 우수한 가변속 전력변환장치인 인버터가 적용된 최근 신설된 무인 수도사업장을 대상으로 저압 펌프모터의 기동특성과 고조파를 측정, 분석하여 국제기준에서 제시하는 고조파 관리기준에 적합성 여부를 분석한 사례를 중심으로 연구되었다.

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Fundamental Design of Development Facilities of Deep Ocean Water Resource at Gosung Sea (고성 해양심층수 개발시설의 기본설계 연구)

  • Kim, H.J.;Hong, S.W.;Choi, H.S.;Hong, K.Y.;Yang, C.K.;Hong, S.;Hong, S.Y.;Kim, J.H.
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.05a
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    • pp.83-88
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    • 2003
  • Recently, deep ocean water (DOW), which is plentiful in the East sea, has been recognized a global resources for 21st century. To develop DOW resource of 300m deep at Gosung sea, the pipeline of about 4 km long is essentially required to establish land based model complex of DOWA techno-park at coastal zone. This study aims to establish design procedure of DOW supplying and utilizing systems, and to complete basic design of every major facilities. To design, various numerical analysis and engineering consideration have been studied by cooperative works for practical use.

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A Study on Standardization Method Establishment of Multi Water-Loop System using Multi Water Resources (다중수원을 활용한 멀티워터 루프시스템의 표준화방안 구축에 관한 연구)

  • Lee, Hyundong;Lee, Joonhyung;Kwak, Pilljae
    • KCID journal
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    • v.21 no.1
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    • pp.109-117
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    • 2014
  • Multi water-loop system is the efficient customer centered facilities of water supply by utilizing the multi water resources. Multi water-loop system is divided into various types. The system is classified potable and non-potable type. Mostly, the potable type utilizes surface water and ground water. However, the non-potable type utilize the multi water resources, such as rain water, sea water, reclaimed water, etc. Selective intake is possible when characteristics of region, physiographic condition and purpose of use are considered. For instance, downtown type, new-city type, agriculture type, island type are available. For development and application of these multi water-loop system, standardization is needed. For standardization, several methods are given; design principles, selection and composition method of multi water-loop system structure, BIM/GIS application method, safety inspection method. Consequently, a road map of design standardization method can be established. In this road map, there are three parts for the standardization of multi water-loop system. Three parts are the considerations, base material and ways of standardization. Design standardization become close when this road map followed by someone who plan the multi water-loop system. In this way, loop system's development is more efficient and economic. In hereafter research, each type's characteristic will be analysed and standardization methods can be established.

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Integrated Management of Sewerage Facilities in Upstream Watersheds of Multi-purpose Dams - Focusing on Management of a Technical Support Team (댐상류 하수도시설의 통합운영관리방안에 관한 연구(I) - 통합관리전문기술지원단의 운영방안에 대하여 -)

  • Park, Kyoo-Hong;Kim, Hyung-Joon;Ahn, Choon-Hee;Choi, Joo-Hang
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.1
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    • pp.23-29
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    • 2011
  • Integrated management system (IMS) for sewerage facilities has been installed at 7 dams and 9 watersheds since 2006. However, there has been no decisive plan on how and who to manage efficiently IMS after finishing the construction. Therefore, in this study, it was suggested that a new organization, so to speak, a technical support team for integrated management that may operate and manage IMS efficiently, could need to be set up. Three scenarios were evaluated depending on the type of allocating human resources to new organization considering each levels of sewerage facilities. Economic analyses on each scenarios of human resources allocation were also carried out. As a result, establishing the technical support team for integrated management was estimated to give the net benefit from 1.3 billion to 20.6 billion won for 15 years.

Research in information & communication technology for water in the four major rivers restoration project (4대강 사업에서 수자원 정보통신기술 발전방향연구)

  • Seo, Gang-Do;Jang, Sang-Bok;Lee, Dong-Hoon;Hwang, Jae-moon;Park, Byung-Don
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2013.10a
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    • pp.184-187
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    • 2013
  • The Four Major Rivers Restoration Project of is the multi-purpose green growth project in South Korea. Some of the project was progressed by K-water and was declared complete on October 21, 2011. The Four Rivers Restoration Project of Korea was designed to be a packaged project that aims to resolve water-related problems such as floods and droughts and revitalize Korean public spaces near the water. K-water have applied the latest ICT(Information and Communication Technology) for the operating management of 4 Rivers Project facilities. We also have applied ICT for integrating drinking water production facilities. Applying these ICT, we have many experience for integrated water resources management, so we proposed. The first is that the big data collected should be analyzed for making decisions and taking actions while considering multiple viewpoints of how water should be managed. The second is that the new MMI(Man Machine Interface) program should be developed to use domestic needs and promote ease of maintenance for the integrated operation. The third is that the standardization of communication protocol is needed for seamless communication between equipments.

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THE DEVELOPMENT OF BUILDING MAINTENANCE SYSTEM FOR DETERMINING PRIORITIES OF PUBLIC FACILITY REPAIRS & REPLACEMENT (I)

  • Chun-Kyong Lee;Tae-Gab Jung;Byong-Jin Yu;Tae-Keun Park
    • International conference on construction engineering and project management
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    • 2011.02a
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    • pp.376-381
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    • 2011
  • In Korea Water Resources Corporation (K-Water) has seen four problems rising in four aspects of property management of approximately 1,300 buildings scattered through put to country. To solve these, ground data for repair and replacement works to be conducted for prevention will be prepared and building maintenance system (hereinafter referred to as PBMS) intended to record related repair and replacement work histories and calculate LCC of the related these items will be developed. PBMS, a web-based system, will be developed for users' convenience and data monitoring in real time. To sum up, PBMS are expected to maximize efficiency in four aspects including the establishment of repair and replacement work plans for prevention, history management, DB for predicting future work to be occurred and enable the determination of priorities by being developing into facility condition assessment systems through the results of analysis of repair and replacement histories and LCC.

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