• 제목/요약/키워드: Supply water

검색결과 3,485건 처리시간 0.034초

수로터널의 유지관리 현황 및 거동특성 (The Present State and Behavior Characteristics of Water Supply Tunnel)

  • 전제성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 추계 학술발표회
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    • pp.179-190
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    • 2006
  • The water supply tunnel has different characteristics which play a important role in stable water supply to the public from mechanical behavior and maintenance in comparison with road md railway tunnel. In this study, the present state and characteristics of water supply tunnels controlled by K-water have been investigated. The distribution of effective stresses that takes into account the effect of seepage forces induced by internal water pressure are estimated from closed-form and numerical method. The analysis of stress-strain behavior, seepage problem and hydrojacking for ensuring safety of existing water supply tunnel against neighboring new construction has been conducted.

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수로부 계측정보 기반 농업용 저수지의 관개용수 공급량 평가 (Evaluation of the Irrigation Water Supply of Agricultural Reservoir Based on Measurement Information from Irrigation Canal)

  • 이재남;노재경;강문성;신형진
    • 한국농공학회논문집
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    • 제62권6호
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    • pp.63-72
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    • 2020
  • With the implementation of integrated water management policies, the need for information sharing with respect to agricultural water use has increased, necessitating the quantification of irrigation water supply using monitoring data. This study aims to estimate the irrigation water supply amount based on the relationship between the water level and irrigation canal discharge, and evaluate the reliability of monitoring data for irrigation water supply in terms of hydrology. We conducted a flow survey in a canal and reviewed the applicability of the rating curve based on the exponential and parabolic curves. We evaluated the reliability of the monitoring data using a reservoir water balance analysis and compared the calculated results of the supply quantity in terms of the reservoir water reduction rate. We secured 26 readings of measurement data by varying the water levels within 80% of the canal height through water level control. The exponential rating curve in the irrigation canal was found to be more suitable than the parabolic curve. The irrigation water supplied was less than 9.3-28% of the net irrigation water from 2017 to 2019. Analysis of the reservoir water balance by applying the irrigation water monitoring data revealed that the estimation of the irrigation water supply was reliable. The results of this study are expected to be used in establishing an evaluation process for quantifying the irrigation water supply by using measurement information from irrigation canals in agricultural reservoirs.

미래 기후변화에 따른 농업용 저수지 용수공급의 불확실성 (Uncertainty of Water Supply in Agricultural Reservoirs Considering the Climate Change)

  • 남원호;홍은미;최진용
    • 한국농공학회논문집
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    • 제56권2호
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    • pp.11-23
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    • 2014
  • The impact and adaption on agricultural water resources considering climate change is significant for reservoirs. The change in rainfall patterns and hydrologic factors due to climate change increases the uncertainty of agricultural water supply and demand. The quantitative evaluation method of uncertainty based on agricultural water resource management under future climate conditions is a major concern. Therefore, it is necessary to improve the vulnerability management technique for agricultural water supply based on a probabilistic and stochastic risk evaluation theory. The objective of this study was to analyse the uncertainty of water resources under future climate change using probability distribution function of water supply in agricultural reservoir and demand in irrigation district. The uncertainty of future water resources in agricultural reservoirs was estimated using the time-specific analysis of histograms and probability distributions parameter, for example the location and the scale parameter. According to the uncertainty analysis, the future agricultural water supply and demand in reservoir tends to increase the uncertainty by the low consistency of the results. Thus, it is recommended to prepare a resonable decision making on water supply strategies in terms of using climate change scenarios that reflect different future development conditions.

북한 상수도의 발전과정 (The development of the water supply system in North Korea)

  • 김승현;신종대
    • 상하수도학회지
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    • 제35권2호
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    • pp.143-152
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    • 2021
  • It is investigated in this study how the water supply system has been developed in North Korea. Articles published in the Rodong Newspaper (North Korea official newspaper) were mainly reviewed for this purpose. It was found in this study that the development of the water supply system in the North Korea was affected by their socioeconomic situations. Their water supply development was categorized into six groups in this study since the first water supply system built in Pyongyang (1910); Occupation period (1910~1945); Introduction period (1946~1950); Restoration period (1951~1960); Advancement period (1961~1970); New village period (1971~1974); Depression period (1974~).

다목적 활용을 위한 화천댐 용수공급능력 평가 연구 (Estimating the water supply capacity of Hwacheon reservoir for multi-purpose utilization)

  • 이은경;이선미;지정원;이재응;정순찬
    • 한국수자원학회논문집
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    • 제55권6호
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    • pp.437-446
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    • 2022
  • 2020년 4월, 한강수계의 유효저수용량이 비교적 큰 발전용댐인 화천댐을 용수공급에 활용하기 위한 협약이 체결되었고 현재는 시범운영 중이다. 화천댐은 시범운영을 통해 우리나라 발전용댐 중 최초로 하류부 용수공급을 위해 지속적으로 일정한 유량을 공급하고 있다. 본 연구에서는 화천댐의 규모와 유입량 실적자료를 활용하여 화천댐의 용수공급량을 산정하고 용수공급능력을 평가하였다. 월단위 95% 이수안전도와 연단위 95% 이수안전도를 충족하는 용수공급량을 산정하기 위한 모의 모형과 화천댐 용수공급능력을 산정하기 위한 최적화 모형을 개발하였다. 또한, 모형의 입력자료로 사용되는 유입량 자료는 임남댐의 영향을 고려하여 두 가지 방법으로 보정하였다. 두 가지 보정 유입량을 활용하여 화천댐 용수공급량을 산정한 결과는 다음과 같다. 월단위 95% 이수안전도를 만족하는 용수공급량은 26.86 m3/sec, 24.12 m3/sec, 연단위 95% 이수안전도를 만족하는 용수공급량은 23.88 m3/sec, 22.22 m3/sec이다. 용수공급 실패 없이 화천댐에서 연간 최대 공급할 수 있는 용수공급량은 776.8 MCM이며 과거 월별 발전방류패턴을 고려하여 방류하는 경우에는 연간 704.3 MCM을 공급할 수 있다. 화천댐의 용수공급능력을 활용한 체계적인 운영이 수행된다면 한강수계 갈수기 용수공급 안정화에 기여할 것으로 기대된다.

낙동강하류 유황을 고려한 안동댐의 효율적인 용수공급방안에 관한 연구 (A Study on the Effective Operating System for Water Supply of Andong Dam Considering the Flow of Nak-dong River)

  • 이제찬;장석환;이창해
    • 한국방재학회 논문집
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    • 제8권6호
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    • pp.129-136
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    • 2008
  • 본 연구는 낙동강유역 안동댐을 대상으로 기존댐의 효율적 이용 및 증대방안을 연구하는데 목적이 있다. 본 연구에서는 낙동강하류를 대표하는 진동지점의 유황특성을 파악하고 안동댐 실측운영자료를 기준으로 HEC-5 모형을 이용하여 안동댐 용수공급 신뢰도를 평가하였으며, 비홍수기에 추가 용수공급량에 대하여 방안별 용수공급능력을 평가하였다. 연구결과, 낙동강 유량이 풍부한 홍수기에 댐하류 공급량을 안동댐에 저장했다가 비홍수기에 추가 공급가능량은 방안별로 $1.35m^3/s{\sim}2.12m^3/s$정도로 평가하였으며, 이를 바탕으로 현시점에서 여타 기존댐에 대해 댐건설 당시 적용된 농업용수 사용량을 재조사하여 최적의 필요량을 공급하고 비홍수기에 공급할 수 있는 방안 등의 효율적인 용수공급증대 방안에 대하여 발전적인 연구와 실효성있는 댐운영을 기대한다.

영향요인을 고려한 댐 용수공급능력 추정 회귀모형 (Multiple Regression Equations for Estimating Water Supply Capacities of Dams Considering Influencing Factors)

  • 강민구;이광만
    • 한국수자원학회논문집
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    • 제45권11호
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    • pp.1131-1141
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    • 2012
  • 본 연구에서는 댐 용수공급능력에 영향을 미치는 요인들을 요인분석 통계기법을 사용하여 추출하였으며, 그 결과를 이용하여 댐 용수공급능력 추정을 위한 다중회귀모형을 개발하였다. 21개 다목적댐과 12개 생공용수전용댐을 대상으로 하였으며, 다목적댐과 생공용수전용댐으로 구분하여 요인분석을 수행하였다. 댐 용수공급능력에 영향을 미치는 변수로 유역면적, 유입량, 유효저수량, 생공용수량 등급, 농업용수량 등급, 하천유지유량 등급, 하천관리 등급, 평균강우량 등급을 선정하였다. 변수들의 상관계수 행렬점검, Bartlett의 구형성 점검, KMO 표본적합도 점검을 실시하여 변수들의 요인분석에 대한 적합성을 확인하였다. 변수들은 다목적댐의 경우 3개 요인, 생공용수전용댐의 경우 2개 요인으로 분류되었으며, 요인들을 Varimax법을 사용하여 회전시켰다. 요인분석 결과는 댐 용수공급능력에 영향을 미치는 변수들이 합리적으로 선정되었고, 이들이 요인으로 적절하게 분류되었음을 보여주었다. 요인점수를 설명변수로 사용하여 연간용수공급량을 추정할 수 있는 다중회귀모형을 개발하였으며, 개발된 모형의 정확성을 평가하고 적용방법을 제시하였다. 결론적으로 댐 용수공급능력에 영향을 미치는 것으로 파악된 변수 및 요인은 댐 계획 및 설계에 유용하게 활용될 수 있을 것으로 사료된다.

물안보 및 지속가능성 제고를 위한 분산형 용수공급시스템의 도입 타당성에 관한 연구 (Feasibility Study on Introduction of Decentralized Water Supply System for Improving Water Security and Sustainability)

  • 김관엽;김성수;박노석
    • 상하수도학회지
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    • 제28권1호
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    • pp.111-124
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    • 2014
  • Decentralized water supply systems, treating the water in users'vicinity, cutting down the distribution system, utilizing the alternative water resources(rainwater harvesting, water reclamation and reuse and so on.) and saving energy and other resources, could be categorized into POU(Point-Of-Use), POE(Point-Of-Entry) and community small scale system. From the literature review, we could thought that decentralized water supply system and hybrid system(integrating centralized and decentralized water supply system within urban water management) might have strengthening comparative advantages to centralized system with respect to: (1) water security, (2) sustainability, (3) economical affordability. Even though it is difficult to derive and quantify direct benefit advantages from decentralized and hybrid system in comparison with centralized system, (1) operational cost reduction, (2) assurance for safe and stability water supply and (3) greenhouse gas reduction can be expected from successful establishment of the former.

공동주택의 노후 급수관 개선방안에 관한 연구 : 부천시 공동주택을 중심으로 (The Replacement Plans for Aged Public Water Supply Pipes in Apartment Buildings : Especially Apartment Buildings in Bucheon)

  • 이용화;허용철
    • 설비공학논문집
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    • 제27권4호
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    • pp.228-232
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    • 2015
  • The water supply galvanized steel pipes of apartment buildings in Bucheon city constructed with building permission before 1994 have many problems such as leaks, the water containing rust, and low water pressure due to corrosion. Therefore, this study aims to find a way to renew the water supply pipes under investigation through a survey. As a result, when replacing the galvanized steel pipe with the corrosion-resistant pipe, the water supply system should also be changed from the gravity tank system to the booster pump system and the hygienic water storage tank. It is necessary to redraft the long-term repair plan including the replacement of the water supply system. Also, it is necessary to save the allowance reserve according to the modified long-term repair plan.

콘덴싱가스보일러 제어를 위한 공급수알고리즘 (The Supply Water Algorithm for a Condensing Gas Boiler Control)

  • 한도영;유병강
    • 설비공학논문집
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    • 제23권6호
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    • pp.441-448
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    • 2011
  • The energy consumption of a condensing gas boiler may be greatly reduced by the effective operation of the unit. In this study, the supply water algorithm for a condensing gas boiler control was developed by using the fuzzy logic. This includes the supply water set temperature algorithm, and the control algorithms of a gas valve, a blower and a pump. For the set temperature algorithm, the outside air temperature and the return water temperature were used as input variables. The supply water temperature difference and its slope were used as input variables of the gas valve and blower control algorithm. And the supply water temperature and the return water temperature were used as input variables of the pump control algorithm. In order to analyse performances of these algorithms, the dynamic model of a condensing gas boiler was used. The initial start-up test, the supply water set temperature change test, the outside air temperature change test, and the return water temperature change test were performed. Simulation results showed that algorithms developed in this study may be practically applied for the effective control of a condensing gas boiler.