• Title/Summary/Keyword: Water Supply Facilities

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Evaluation of Deterioration Grade for Remodeling Architectural Facilities in Old Schools (학교건물(學校建物) 건축설비(建築設備)시스템의 노후도(老朽度) 평가(評價) 기준(基準)마련을 위한 기초연구(基礎硏究))

  • Cho, Min-Kwan;Cho, Chang-Geun;Park, Jong-Soo
    • Journal of the Korean Institute of Educational Facilities
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    • v.13 no.4
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    • pp.15-23
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    • 2006
  • The purpose of this study is to establish the objective deterioration grades and evaluation criteria of building equipment system of educational facilities available for reasonable maintenance and remodeling of them. For the purpose of it, the actual conditions of building equipment systems of the 148 buildings of 84 middle and high schools in Seoul 20 years after construction are investigated and surveyed through one-on-one interviews and questionnaires. And, deterioration grades of them are estimated by the evaluation criteria which is proposed in this study. As a result of this study, the 10 deterioration grades and the 4 evaluation criteria of the 6 performances of building equipment system, which are heating and cooling, water supply and drainage, hot water supply and electrical power performance, are suggested. And, as a result of the survey, it showed that 24% of the investigated school buildings were estimated C grade which needs partial remodelling, and 51% of the school buildings were estimated D grade which needs extensive remodelling. And, 25% of the school buildings were estimated E grade which needs overall remodelling or alteration of building equipment system.

Development of Extraction Technique for Irrigated Area and Canal Network Using High Resolution Images (고해상도 영상을 이용한 농업용수 수혜면적 및 용배수로 추출 기법 개발)

  • Yoon, Dong-Hyun;Nam, Won-Ho;Lee, Hee-Jin;Jeon, Min-Gi;Lee, Sang-Il;Kim, Han-Joong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.63 no.4
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    • pp.23-32
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    • 2021
  • For agricultural water management, it is essential to establish the digital infrastructure data such as agricultural watershed, irrigated area and canal network in rural areas. Approximately 70,000 irrigation facilities in agricultural watershed, including reservoirs, pumping and draining stations, weirs, and tube wells have been installed in South Korea to enable the efficient management of agricultural water. The total length of irrigation and drainage canal network, important components of agricultural water supply, is 184,000 km. Major problem faced by irrigation facilities management is that these facilities are spread over an irrigated area at a low density and are difficult to access. In addition, the management of irrigation facilities suffers from missing or errors of spatial information and acquisition of limited range of data through direct survey. Therefore, it is necessary to establish and redefine accurate identification of irrigated areas and canal network using up-to-date high resolution images. In this study, previous existing data such as RIMS (Rural Infrastructure Management System), smart farm map, and land cover map were used to redefine irrigated area and canal network based on appropriate image data using satellite imagery, aerial imagery, and drone imagery. The results of the building the digital infrastructure in rural areas are expected to be utilized for efficient water allocation and planning, such as identifying areas of water shortage and monitoring spatiotemporal distribution of water supply by irrigated areas and irrigation canal network.

A Study on Hydraulic Pressure Change Characteristics of Water Distribution Networks in Large Cities (대도시 급배수관망의 수압변화 특성에 관한 연구)

  • Oh, Chang-Ju;Kim, Tae-Kyoung;Rhee, Kyoung-Hoon
    • Journal of Korean Society of Water and Wastewater
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    • v.19 no.3
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    • pp.279-287
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    • 2005
  • In this study, I suggest an effective operation of waterwork facilities in large cities and a scientific method for utilizing water in water distribution systems. To achieve this goal, my simulation were carried out on data from Kwangju City using Pipenet '98, a pipe-network program. From this simulation, I examine the possibilities of application the system in large cities, comparing data measured at 33 hydraulic pressure monitoring places from waterwork enterprises. The result is coincident with that of waterwork enterprises, with about a 12.5% average error rate and $0.32kg/cm^2$ average deviation. The method and program I use here can be helpful in cities where there is a need to extend the waterwork facilities, or where there is a need to suspend the water supply, and/or there is an accident. The simulation shows how to expand waterwork facilities effectively, how to prevent accidents, and how to estimate the hydraulic pressure even in the areas without monitoring places.

A Spread Sheet Model for a Long Range Water Supply Planning (장기 용수 공급계획 수립을 위한 스프레드 쉬트 모형)

  • Kim, Sheung Kown
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.3
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    • pp.153-162
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    • 1992
  • A mathematical model for a long range water supply planning is developed as a dynamic capacitated facility location problem, in which operating costs and two types of fixed costs are considered. The fixed costs are for water supply systems such as dams and reservoirs and for water conveyance systems of waterways or conduits from each water supply points. A spreadsheet model is developed to support the efficiency of user interface and to implement a heuristic solution procedure. The proposed solution procedure utilizes SOLVER tool and it has been applied to a system with fictitious data but with reality and applicability in mind. As a result of the mathematical analysis, not only the most economic construction timings of surface water facilities and distribution systems but also the most economical water supply operating patterns are identified.

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Development of Clean Water Supplying System for Greenhouse Cultivation and Convenience Water (II) - Assessment of the FDA System through a Site Application - (시설용수 및 영농편의용수 공급시스템 개발 (II) - FDA 시스템 현장적용성 평가 -)

  • Lee, Kwang-Ya;Choi, Kyung-Sook
    • Journal of The Korean Society of Agricultural Engineers
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    • v.51 no.5
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    • pp.101-106
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    • 2009
  • The previous study developed the Filter-Disinfection-Adsorption (FDA) system to provide clean irrigation water for greenhouse cultivation as well as convenience water to farmers. In this study, the field examination was undertaken to assess performance of the FDA system. The field application was made in the suburb of Daegu, one of the large city in Korea. The study area located near by down-stream of Gum-Ho river is suffering low irrigation water quality problems with no water supply service facilities. Four water quality parameters including Suspended Solid (SS), Biological Oxygen Demand (BOD), coliform, and turbidity were selected to test the purification performance of FDA system. Also in order to improve the system, this study investigated the defects of using the FDA system through field monitoring. As results, it was found that this system can be used to supply good quality of irrigation water for greenhouse cultivation and also provide convenience water to farmers in the field areas of no water supply services.

Analysis of the Emergency Water Supply Capacity in Agricultural Reservoirs Using K-HAS and Ratio Correction Factors (K-HAS와 비율보정 계수를 이용한 농업용 저수지의 비상연계 용수공급 가능량 분석)

  • Kim, Hayoung;Lee, Sang-Hyun;Na, Ra;Joo, Donghyuk;Yoo, Seung-Hwan
    • Journal of The Korean Society of Agricultural Engineers
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    • v.65 no.2
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    • pp.59-71
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    • 2023
  • As the frequency of drought increases due to climate change, water scarcity in agriculture would be a main issue. However, it seems difficult to solve the water scarcity by securing alternative water sources. The aim of this study is to analyze optimal water supply capacity of agricultural reservoir for emergency operation connecting reservoirs and dams. First, we simulated the water storage of agricultural reservoir playing the role emergency water supplier to other water facility such as dams and other reservoirs. In particular, the results of simulation of water storage through K-HAS model was calibrated using the optimization process based on ratio correction factors of outflow and inflow. Finally, the optimal amount of water supply securing water supply reliability in emergency interconnection operation was analyzed. The results of this study showed that Janchi reservoir could supply 12.8 thousand m3/day maintaining 90 % water supply reliability. The result of this study could suggest the standard for connecting water facilities as emergency water supply.

Development and Application of Water Balance Network Model in Agricultural Watershed (농업용수 유역 물수지 분석 모델 개발 및 적용)

  • Yoon, Dong-Hyun;Nam, Won-Ho;Koh, Bo-Sung;Kim, Kyung-Mo;Jo, Young-Jun;Park, Jin-Hyeon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.66 no.3
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    • pp.39-51
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    • 2024
  • To effectively implement the integrated water management policy outlined in the National Water Management Act, it is essential to analyze agricultural water supply and demand at both basin and water district levels. Currently, agricultural water is primarily distributed through open canal systems and controlled by floodgates, yet the utilization-to-supply ratio remains at a mere 48%. In the case of agricultural water, when analyzing water balance through existing national basin water resource models (K-WEAP, K-MODISM), distortion of supply and regression occurs due to calculation of regression rate based on the concept of net water consumption. In addition, by simplifying the complex and diverse agricultural water supply system within the basin into a single virtual reservoir, it is difficult to analyze the surplus or shortage of agricultural water for each field within the basin. There are limitations in reflecting the characteristics and actual sites of rural water areas, such as inconsistencies with river and reservoir supply priority sites. This study focuses on the development of a model aimed at improving the deficiencies of current water balance analysis methods. The developed model aims to provide standardized water balance analysis nationwide, with initial application to the Anseo standard watershed. Utilizing data from 32 facilities within the standard watershed, the study conducted water balance analysis through watershed linkage, highlighting differences and improvements compared to existing methods.

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.

Evolution of Water supply system! Smart Water Management for customer - Smart Water City Pilot Project - (수도 서비스의 진화! 소비자 중심의 스마트 물 관리 - Smart Water City 시범사업 -)

  • Kim, Jae-Bog
    • Journal of Korean Society of Water and Wastewater
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    • v.29 no.4
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    • pp.511-517
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    • 2015
  • Korea's modern waterworks began with construction of DDukdo water treatment plant in 1908 and has been growing rapidly along with the country's economic development. As a result, water supply rates have reached 98.5% based on 2013. Despite multilateral efforts for high-quality water supply, such as introduction of advanced water treatment process, expansion of waterworks infrastructure and so on, distrust for drinking tap water has been continuing and domestic consumption rate of tap water is in around 5% level and extremely poor comparing to advanced countries such as the United States(56%), Japan(52%), etc. Recently, the water management has been facing the new phase due to water environmental degradation caused by climate change, aging facilities, etc. Therefore, K-water has converted water management paradigm from the "clean and safe water" to the "healthy water" and been pushing the Smart Water City(SWC) Pilot Project in order to develop and spread new water supply models for consumers to believe and drink tap water through systematic water quality and quantity management combining ICT in the whole water supply process. The SWC pilot projects in Pa-ju city and Go-ryeong county were an opportunity to check the likelihood of the "smart water management" as the answer to future water management. It is needed to examine the necessity of smart water management introduction and nationwide SWC expansion in order to improve water welfare for people and resolve domestic & foreign water problems.