• 제목/요약/키워드: Water shortage

검색결과 427건 처리시간 0.033초

가뭄대책 수립을 위한 군위군 경작지의 용수공급 평가와 부족지구의 선정 (Evaluation of Water Supply and Selection of Deficient Districts in Gunwigun Farmland for Drought Response)

  • 안승섭;박기범
    • 한국환경과학회지
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    • 제29권11호
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    • pp.1099-1108
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    • 2020
  • In this study, the capacity of supplying agricultural water to 13 districts was analyzed by calculating the necessary water supply for the arable land of Gunwi-gun and examining the capacity of supplying water to reservoirs, streams, pumping stations, collection sites, and groundwater wells in Gunwi-gun. As a result, among the 13 districts the second district was found to be short of water by 1.2×106 tons/year. In general, local governments establish drought measures by selecting drought disaster risk zones. While selecting drought-risk areas, some water-poor areas that do not have water sources should be selected, even if the entire area has a sufficient water supply. The water-supply evaluation at the regional level was insufficient for locating areas without water sources, but most areas with water sources, such as streams, reservoirs, and pumping stations, were found to have no shortage of water. To locate water shortage areas without water sources, GIS analysis conducted a field survey of areas with a distance of 4 or less than that of water sources analyzed by GIS analysis. Sixty-nine sites in 13 districts were selected for the on-site survey and six areas of water shortage were identified in areas other than the second district.

부족량기대치를 이용한 배수관망의 신뢰최적설계 (Optimum Design of Water Distribution Network with a Reliability Measure of Expected Shortage)

  • 박희경;현인환;박중현
    • 상하수도학회지
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    • 제11권1호
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    • pp.21-32
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    • 1997
  • Optimum design of water distribution network(WDN) in many times means just reducing redundancy. Given only a few situations are taken into consideration for such design, WDN deprived of inherited redundancy may not work properly in some unconsidered cases. Quantifying redundancy and incorporating it into the optimal design process will be a way of overcoming just reduction of redundancy. Expected shortage is developed as a reliability surrogate in WDN. It is an indicator of the frequency, duration and severity of failure. Using this surrogate, Expected Shortage Optimization Model (ESOM) is developed. ESOM is tested with an example network and results are analyzed and compared with those from other reliability models. The analysis results indicate that expected shortage is a quantitative surrogate measure, especially, good in comparing different designs and obtaining tradeoff between cost and. reliability. In addition, compared other models, ESOM is also proved useful in optimizing WDN with reliability and powerful in controlling reliability directly in the optimization process, even if computational burden is high. Future studies are suggested which focus on how to increase applicability and flexibility of ESOM.

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사과의 지역별 물발자국 비교와 물 리스크 대응 -충주와 거창 지역을 중심으로- (Apple Water-Footprint Calculation and Water Risk Action)

  • 오영진;박석하;김홍재;김제숭
    • 대한안전경영과학회지
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    • 제15권3호
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    • pp.113-125
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    • 2013
  • According to 2012 OECD environmental report, Korea was ranked as the first country of water stress. Water footprint is a method to calculate water usage during the life cycle of a product from material procurement through production to disposal to recycle and to quantify the load to water resources. In water footprint calculation, water consumption unit is used. Agricultural water use is over 48% so it is urgent to mange that area Korea needs to spread the discussion about water footprint as quickly as possible, for the study to prevent social and environmental problems due to water shortage. This paper, through water footprint calculation and comparison in Chungju and Geochang areas, looks to counter measures for water risk, targeting domestically-produced apple.

농업용수 사용지표 개발 (Development of agricultural water use indicator)

  • 이광야;임종완;홍대벽
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.33-36
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    • 2002
  • The purpose of this study is to develope a indicator for agricultural water use. Agricultural water is challenged by the increase of water use in the sectors of urbanization and industry and social pressure to use water in sustainable and environmentally sound way. The development of agricultural environment indicators is divided into 13 sectors, among which agricultural water use indicators include amount and intensity of agricultural water use, efficiency of agricultural water use, shortage or surplus of water use, water stress, etc.. Agricultural water use indicators provide basic data for sustainable and environmentally sound agricultural development, and also help policy decision makers to solve water shortage problems through water policy and water management measures by making the most of the total available water resources.

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용수공급 변화에 따른 병렬저수지 용수공급 능력 해석 (Analysis of Parallel Reservoir Water Supply Capacity According to Water Supply Changes)

  • 박재민;박기범
    • 한국환경과학회지
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    • 제32권10호
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    • pp.675-684
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    • 2023
  • In this study, the water supply reliability of the andong and Imha dam was analyzed using inflow data for 360 months from 1993 to 2022 through allocation model. First, in the analysis results of additional water supply to Deagu city, the water supply reliability of Rule (B) was the highest at 86% for andong dam, 84% for imha dam, and 80% for the control point. However, when the planned supply was supplied, the analysis results showed 94%, 93%, and 90%. Next, in the quantitative reliability analysis results, when considering additional water supply to Deagu city, Rule (A), Rule (B), and Rule (C) were analyzed as 88%, 88%, and 88%, respectively, based on the control point. When supplying the planned water supply, the quantitative reliability analysis results were 95% equally based on Rule (A), Rule (B), and Rule (C). Because of evaluating the two reliability methods, the number of shortages increases significantly when additional water is supplied to Daegu City, but the shortage is generally 5-7%, resulting in a relatively small shortage compared with the increase in the number of shortages. In the case of resilience and vulnerability, additional water supply to Daegu City takes more than two months to restore than the existing planned water supply, and the average shortage was calculated to be smaller than that of supplying the planned water. According to the results of the analysis, Andong dam has an average water storage of 130x106 m2 and Imha dam has 50x106 m2. In this deficient water supply can be compensated by water from the Nakdong river.

합천댐의 비상용량 및 용수공급 조정기준을 활용한 용수공급능력 제고 (Improving the water yield capabilities using reservoir emergency storage and water supply adjustment standard)

  • 안재홍;이영목;이재응
    • 한국수자원학회논문집
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    • 제49권12호
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    • pp.1027-1034
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    • 2016
  • 다목적댐을 건설하는 중요한 기능 중 하나는 대량의 수자원을 저수하여 건기에 적절하게 활용하는 것이다. 그러나 건설 당시 제한된 수문정보를 이용하여 건설된 다목적댐은 기후변화로 인한 유입량 감소와 같은 문제에 직면할 수 있어 물 부족이 발생할 경우 대처하는데 어려움이 있다. 국토교통부에서는 이러한 문제를 해결하기 위해 2015년 댐 용수부족 대비 용수공급 조정기준을 제시하였으나 아직 충분한 검토가 진행되지 않아 이에 대한 결과를 논하기엔 어려움이 있다. 또한 국내의 다목적댐은 비상용량을 확보하고 있으나 이를 활용할 수 있는 기준이 없다. 하지만 이를 효과적으로 사용한다면 가뭄에 대비할 수 있는 방안이 될 수 있을 것으로 판단된다. 따라서 본 연구에서는 댐 용수부족 대비 용수공급 조정기준과 다목적댐의 비상용량을 활용하는 방안을 검토하였다. 이수안전도 지표를 이용하여 대안들을 평가한 결과 대안별 용수공급능력이 다소 증가하지만 한계가 나타났다. 그러나 두 가지 대안을 복합적으로 활용할 경우 기존에 나타나던 문제를 보완하여 더욱 효과적인 용수공급을 할 수 있는 것으로 나타났다.

비상시 용수공급을 위한 상수도 연계관로의 수리적 적정성 평가 (Hydraulic Adequacy of Connection Pipes in Water Supply Systems for Contingencies)

  • 한완섭;정관수;김주환
    • 상하수도학회지
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    • 제27권6호
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    • pp.679-687
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    • 2013
  • Although stable and safe drinking water supply to the customers is a basic function of multi-regional water supply systems in Korea, most systems have their vulnerabilities in emergency time due to the branch-type. Application of connections from the other water supply system can provide a solutions for these tentative problems. This paper describes reduction planning of water supply accidents that can minimize a service interruption to customers in multi-regional water supply system by connecting pipe lines between local water supply systems in Mokpo city areas. The result of this study shows that Juam dam multi-regional water supply systems can cover all of the water shortage in southern parts of Jeonnam multi-regional water supply systems by transmitting water through connected pipes between local networks. This can be effective to supply water interactively in various contingencies, when a pipe line accident occurs in southern area of Jeonnam multi-regional water supply systems. On the contrary, southern area of Jeonnam multi-regional water supply systems can cover 99.5 %($62,500m^3/day$) of the water shortage of Juam dam multi-regional water supply systems when service interruptions caused by various pipe accidents occur in the system.

부산 아시아드 주경기장의 우수 시스템 도입에 따른 경제성 분석 (Analysis of Economy from Rainwater Use System in Main Stadium of Busan Asiad)

  • 윤준호;구본태;왕영주
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2009년도 하계학술발표대회 논문집
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    • pp.478-484
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    • 2009
  • Currently, the interests of shortage of water supply is on the rise. Even developed countries are also suffering from a drought and insufficient water supply. Likewise other countries, we do have same problem, but unfortunately we do not have any proper solution either. One of the ways suggested to settle the problem is using rain water that gets people's eyes. Rain water is evaluated such as a good way to blow the problem of water shortage out and unlimited resource. So, this study focused on the prospect of rain harvest system and possible economic effects if this system adopt in Main Stadium of Busan Asiad.

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댐 갈수를 고려한 가뭄관리지수 산정연구 (Assessment of Drought Index considering Dam Water Shortage)

  • 곽재원;김극수;김태영;하상봉;최규현
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2018년도 학술발표회
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    • pp.311-311
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    • 2018
  • 일반적으로 우리나라의 수자원은 그 대부분을 댐과 하천에서 공급받고 있으며, 그 중에서도 댐은 댐은 생활 및 공업용수 공급을 담당하는 주요한 공급자의 기능을 수행하고 있다. 그러나, 최근 기후변화에 따른 극한가뭄으로 인하여 용수공급에 차질을 빚는 경우가 빈발하고 있다. 이에 따라서, 본 연구에서는 적정 댐 운용과 효율적인 수자원의 활용을 위하여 댐 갈수상황을 고려한 댐 가뭄관리지수를 제안하고자 한다. 이를 위하여 기존에 기상학적 가뭄에 널리 사용되어진 표준강수지수(SPI)와 동일한 개념을 댐 물수지에 적용한 표준물수지지수(Standardzied Balanced Index; SBI)를 제안하였다. 또한, 기존에 사용되는 표준저수량지수(SSVI) 및 예년대비 저수량을 이용하여 댐 저수량에 대한 표준모형화 하고 이를 관리지수로 도출 하였다.

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