• 제목/요약/키워드: water supply and demand

검색결과 402건 처리시간 0.032초

광역 용수계통을 고려한 농업용수 필요수량의 산정 - 섬진강댐 수혜구역을 중심으로 - (Estimation of Agricultural water demand considering multi-wide water supply system - On irrigation area of Sumjingang-dam -)

  • 문종원;정진호;장중석
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2003년도 학술발표논문집
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    • pp.423-426
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    • 2003
  • The purpose of this paper is to estimate Agricultural water demand at irrigation area of sumjin reservoir, the Dongjin River basin, which consist of multi-wide water supply system and complicated irrigation channel and supplementary irrigation facilities.

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농업용수 수요량 예측기법 고찰 (Consideration of Techniques for Agricultural Water Demands Estimation)

  • 박재홍;이용직
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.37-40
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    • 2002
  • It is to show the problems of the existing techniques to estimate agricultural water demand and to suggest the new methods considering the water demand for non-irrigated area and decrease of water loss in canal. It is to suggest the methods to improve the techniques for estimating agricultural water demand and to analyze the water demand and supply according to the facilities capacity. Until now, the concept of per the unit used to estimate agriculture water demand is useful to estimate demand, but is insufficient to cope with the variations of conditions in future. And the paddy area of government is not realistic against a trend of decrease. Water demand decrease is caused by constructions of irrigation facilities as constructing of irrigation canal, but application loss ratio is fixed. Increase of the water demand owing to the increase of the yield per the unit area is also the actual condition which is not considered. The guide-line must contain these contents for a demand estimate.

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해외 물 기근 현황과 용도별.국가별 자본지출 전망을 고려한 해수담수화 플랜트 시장성 평가 (Market Evaluation of Seawater Desalination Plant considering International Water Scarcity and Expense Outlook by Use and Nation)

  • 양정석;손진식;강대수
    • 한국물환경학회지
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    • 제27권2호
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    • pp.178-187
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    • 2011
  • National water supply, water resources available, the ratio of water supply to total water resources, and the ratio of water supply to available water resources were investigated to find global seawater desalination plant market for 163 nations. Water resources available per capita from 2007 to 2016, population in water scarcity region from 2011 to 2016, and the ratio of water scarcity population to total population were also analyzed for the countries. Annual percentage increase in total municipal drinking water capital expenditure and Annual percentage increase in total industrial water market were analyzed to predict the amount of water supply by use. 76 countries are suffering from water scarcity and 60 countries among the countries have coastal regions. Forty countries were selected by considering the considerable amount and highly increasing trend of water demand by use. Most countries show increasing trend of industrial water and 82 countries have more than 4% annual increasing rate for domestic water expense from 2008 to 2016 among 163 countries. Among the 76 water scarcity countries 16 countries were finally selected by considering expense prediction by use. Middle-east, east asia, pacific ocean, and west europe regions include most selected countries.

수요함수 접근법을 이용한 생활용수 공급편익 산정 (Estimation of Domestic Water Supply Benefit Using Demand Function Approach)

  • 여규동;이충성;김길호;이상원
    • 대한토목학회논문집
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    • 제32권4B호
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    • pp.233-242
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    • 2012
  • 기존에는 댐사업의 생활용수 공급편익 산정시 실무적으로 대체댐비용법을 적용하였다. 그러나 해당 댐의 대체시설로서 2순위의 댐을 적용하는 것은 논리적으로 적절하지 않다. 본 연구의 목적은 생활용수 공급사업의 효과에 대한 소비자의 효용을 지불의사액으로 측정하고, 수요함수를 도출하여 편익산정 방법을 제시하는 것이다. 이를 위해 수도권지역에서 1,000가구를 대상으로 생활용수의 사용량 변화에 대한 한계지불의사액을 측정하였다. 그리고 한계지불의사액을을 이용하여 가구별 수요함수를 추정하고, 최종적으로 용수공급 사업의 경제성분석에 적용할 수 있는 월평균 편익산정식을 도출하였다. 제시된 방법론은 적용방법 설명과 토론을 위해 예제로서 송리원댐(현 영주댐)에 적용하였다. 예제 적용 결과, 내용연수인 50년간 총 편익은 약 900억원으로 산정되었다. 본 연구에서 제시된 방법론은 향후 관련 연구 뿐 아니라, 댐 건설사업을 비롯한 생활용수 공급사업에서 경제성분석시 실무적 활용이 가능할 것으로 기대된다.

서울시 생활용수 수요 추정 -오차수정모형을 적용하여- (Estimating the Demand for Domestic Water in Seoul : Appilcation of the Error Correction Model)

  • 곽승준;이충기
    • 자원ㆍ환경경제연구
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    • 제11권1호
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    • pp.81-97
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    • 2002
  • Unlike the existing supply-centered water policy, demand management policy of water has become an increasingly important issue in Korea. This paper attempts to analyse the demand for domestic water in Seoul. We employed Engle-Granger's error correction model(ECM) to deduced the price and income elasticities of the water demand. Particularly, we used accounted water amounts instead of supplied water amounts as representative variable of water demand. The result indicates that ECM set up is appropriate and short-run and long-run price elasticities derived by the model are -0.145 and -1.414. In contrast with other studies, we can conclude that the water demand for the water price is elastic. Besides, we can infer from this result that the water price policy with respect to a decrease of leakage ratio is more effective.

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동진강 유역의 농업용수 급수체계 분석 (Analysis of Agricultural Water Supply System at the Dongjin-River Basin)

  • 최진규;손재권;김영주
    • 한국농공학회논문집
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    • 제54권1호
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    • pp.11-18
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    • 2012
  • This study was investigated agricultural water supply system of major agricultural waterway for Gimje canal, Jeongeup canal, Dongjin river conduit of Dongjin river basin. Furthermore, this result will be used for water resources and agricultural demand in Saemangeum reclaimed arable land. Annual precipitation for 5 years in Dongjin river basin was 1,311.7mm. The average discharges in Dongjin river basin was $1,390{\times}10^6\;m^3$ and $1,516{\times}10^6\;m^3$ and $744{\times}10^6\;m^3$ for 2,007 and 2008, respectively. Also, annual average amount of water resources was 1,861${\times}10^6\;m^3$ and $2,279{\times}10^6\;m^3$ and $1,227{\times}10^6\;m^3$ for 2,007 and 2008, respectively. Dongjin river basin water system for the analysis of agricultural water in water resources, runoff, agricultural water demand and usage surveys were analyzed, resulting in the total amount of water due to precipitation of the watershed of the $12.3{\times}10^9\;m^3$ ~$22.8{\times}10^9\;m^3$ and Dongjin River basin in waters flowing discharge is $7.4{\times}10^9\;m^3$~$16.1{\times}10^9\;m^3$, agricultural water demand and usage of each of $6.8{\times}10^9\;m^3$~$6.9{\times}10^9\;m^3$ and $4.9{\times}10^9\;m^3$~$7.1{\times}10^9\;m^3$ compared to the agricultural water demand was more likely. Agricultural water supply system in Dongjin river basin is complex because of devided branches to the main canal and branch canal. In this process, accurately assessment of water usage is very difficult. Therefore, systematic management of water resources and supply of agricultural water supply system to use the terms of the complexity and diversity by considering the appropriate level of agricultural water management systems will be needed. As a result of this study, it can be used water resources assessment in quantity, rational usefulness and basic planning of water resources development for water distribution.

물 수요함수 추정과 지역 물 관리 정책 연구 (A Study on Estimating Regional Water Demand and Water Management Policy)

  • 임동순
    • 디지털융복합연구
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    • 제16권7호
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    • pp.1-8
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    • 2018
  • 우리나라는 성공적인 물 관리를 위하여 1980년대 이후 상수도 보급을 중심으로 한 공급정책이 성공적으로 진행되었고, 1990년대 이후 물 가격이 상수도 수요에 미치는 영향 등 수요관리에 대한 정책이 이어지고 있다. 최근 들어 물 가격결정과 효율적인 수자원 관리에 논의가 부각되고 있다. 본 논문은 부산지역을 대상으로 물수요 관리의 핵심 변수로서 물 가격의 결정 요인과 가격 수준 설정에 대한 논의를 수요함수추정을 통하여 분석한다. 주요 변수로는 총 인구, 수도 요금, 소득, 가구 수, 에너지 가격으로 선정되었고, 시계열 자료의 특성을 고려한 초월대수함수 모형을 설정하여 분석하였다. 분석결과에 따르면 물 수요는 인구, 소득 등 실물 경제변수에는 양의 효과를, 물 가격, 에너지 가격 등 가격변수에는 음의 효과를 나타냈다. 향후 지역별 미래 물 소비량에 따른 공급 능력 확보와 지속적인 물 절약을 위하여 수도 요금 조정이 효율적 정책방안으로 판단되며, 디지털 정보의 이용 확대 등 보완적 수자원 관리 정책도 동시에 요구된다. 또한 용도별, 지역별, 시간별로 세분화된 자료를 구축하고, 정교한 계량분석모형을 이용한 연구가 요청된다.

ARIMA 모델에 의한 상수도 일일 급수량 추정에 관한 연구 (A Study on the Eltimation of Daily Urban Water Demand by ARIMA Model)

  • 이경훈;문병석;박성천
    • 한국수자원학회논문집
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    • 제30권1호
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    • pp.45-54
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    • 1997
  • 수돗물, 송배수펌프의 운전 등 상수도시설을 합리적인 운용을 위해서는 일, 또는 시간 단위의 급수량 사용량의 추정이 필수적이다고 할 수 있다. 급수량의 추정방식은 회귀모형식 및 시계열 분석방법이 있는데, 본 연구에서는 시계열 분석방법인 ARIMA모형을 이용하여 일일 급수량을 추정하였으며 연구대상 지역으로는 광주광역시를 선정하였다. 일일 급수량을 추정하는데 있어서 시계열장을 15, 30. 60, 90일로 나누어 각각의 시계열장에 대해 시행착오법으로 각 모형에 적용하여 최적의 시계열장을 결정하여, 상수도 일일 급수량을 추정할 수 있는 모형을 제안하고 그 유효성을 잔차분석을 통해 검증하였다. 제안된 모형식은 사고 등의 인위적인 조작(단수 등)이 가해지는 시기를 제외하고는 실측치와 모형의 추정치와의 오차율이 최대 약 12%, 평균 3% 이내로 나타나, 모형의 결과는 상수도 일일 급수량의 추정에 필요한 시설에 적용 가능하다고 판단된다.

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수자원 시설 물공급 리스크의 적응형 관리를 위한 물수요 및 기후변화 영향의 불확실성 검토 (Understanding Uncertainties in Projecting Water Demand and Effects of Climate Change for Adaptive Management of Water Supply Risk of the Water Resources System)

  • 이상은;박희경
    • 상하수도학회지
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    • 제25권3호
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    • pp.293-305
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    • 2011
  • A special concern is paid to the risks with which small-sized water resources systems are confronted in supplying water in the far future. Taking the Gwangdong dam reservoir as a case study, the authors seek to understand demand-side and supply-side disturbances of a reservoir, which, respectively, corresponds to effects of water demand changes on the intake amount and those of climate changes on the inflow amount. In result, it is demonstrated that both disturbances in the next 50 years are almost unpredictable. Yet the projection ranges, thought of as relatively reliable information that models offer, reveal that severity and period of water shortage is very likely to change. It is therefore concluded that water resources management requires more rigorous approaches to overcoming high uncertainties. The methods and models for projecting those disturbances are selected, based on practicality and applicability. Nevertheless, they show a large usefulness, especially in dealing with data shortage and reducing the needs for expensive modeling resources.

Sustainable Management of Irrigation Water Withdrawal in Major River Basins by Implementing the Irrigation Module of Community Land Model

  • Manas Ranjan Panda;Yeonjoo Kim
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2023년도 학술발표회
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    • pp.185-185
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    • 2023
  • Agricultural water demand is considered as the major sector of water withdrawal due to irrigation. The majority part of the global agricultural field depends on various irrigation techniques. Therefore, a timely and sufficient supply of water is the most important requirement for agriculture. Irrigation is implemented in different ways in various land surface models, it can be modeled empirically based on observed irrigation rates or by calculating water supply and demand. Certain models can also calculate the irrigation demand as per the soil water deficit. In these implementations, irrigation is typically applied uniformly over the irrigated land regardless of crop types or irrigation techniques. Whereas, the latest version of Community Land Model (CLM) in the Community Terrestrial Systems Model (CTSM) uses a global distribution map of irrigation with 64 crop functional types (CFTs) to simulate the irrigation water demand. It can estimate irrigation water withdrawal from different sources and the amount or the areas irrigated with different irrigation techniques. Hence, we set up the model for the simulation period of 16 years from 2000 to 2015 to analyze the global irrigation demand at a spatial resolution of 1.9° × 2.5°. The simulated irrigation water demand is evaluated with the available observation data from FAO AQUASTAT database at the country scale. With the evaluated model, this study aims to suggest new sustainable scenarios for the ratios of irrigation water withdrawal, high depending on the withdrawal sources e.g. surface water and groundwater. With such scenarios, the CFT maps are considered as the determining factor for selecting the areas where the crop pattern can be altered for a sustainable irrigation water management depending on the available withdrawal sources. Overall, our study demonstrate that the scenarios for the future sustainable water resources management in terms of irrigation water withdrawal from the both the surface water and groundwater sources may overcome the excessive stress on exploiting the groundwater in major river basins globally.

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