• 제목/요약/키워드: Small water supply facility

검색결과 16건 처리시간 0.027초

고신뢰 무선센서네트워크를 이용한 실시간 수질 모니터링 시스템 (Real-time Water Monitoring System for Small Water Supply Facility using High Reliable Wireless Sensor Network)

  • 강호용;장윤선
    • 센서학회지
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    • 제24권5호
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    • pp.331-341
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    • 2015
  • In this paper, real-time water quality monitoring system of small water supply facilities based on IEEE 802.15.4e-2012 DSME MAC and IEEE 802.15.4g-2012 PHY standard is presented, which is capable to acquire for highly reliable water quality information in the wide outdoor areas for effective water quality management of small water quality facilities is distributed in the long distance and remote areas. Previously, Long distance transmission is difficult in most water quality sensor module is using RS-485 protocol. But with this system, even in harsh outdoor environment, it is possible to establish a radio wave sensor in a wide area network, and not only water quality sensor shall be connected to the wireless system, but also wireless integrated management system shall provide more effective way of management of the numerous small water supply facilities spread throughout the community, so that the administrator can remotely monitor the data of water turbidity, pH, residual chlorine in the water-supply, water-level, and generate alarm to cope with risks. The management of small water facilities is done by residents will be very effective to notice water quality information of small water facilities to residents.

상수도 급수방식 전환의 타당성 분석 및 최적 범위 산정모델 연구 (A Study on Feasibility Analysis and Optimum Range Calculation Model by Conversion of Water Supply System)

  • 박준열;신휘수;서지원;김기범;구자용
    • 상하수도학회지
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    • 제31권2호
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    • pp.177-186
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    • 2017
  • This study concerned the analysis on the efficiency of the conversion of water tank type supply system to direct water supply system to examine the feasibility of the conversion, as well as the calculation of optimal conversion range that enables the supply of safe, high-quality water at stable pressure in accordance with the standards of water supply facility. The results of this research showed that when converting water supply system from water tank type supply system to direct water supply system, more nodal points could be properly converted and more reduction of electricity usage was expected in case water pressure rather than residence time was fixed. This means that higher efficacy can be obtained by fixing water pressure when converting water supply system. However, since the number of the locations that received on-spot inspection was small and the electricity usage measured was not exclusively by water supply facility, it is difficult to judge that such reduction of electricity usage accurately represents reduced electricity usage by water supply facility alone. therefore, after having secured on-spot information about a larger number of locations in apartment complexes that have converted water supply system, and utilizing information about electricity usage exclusively by water supply facility, the proposed method of this research could be applied to accurately deducing expected reduction of electricity usage by water supply facilities of various other apartment complexes. It is also considered possible to deduce an effective operation method of water supply system by finding out an area that shows low pressure or low residual chlorine concentration in the optimal conversion range of water supply, followed by estimating the proper location of pumping station or the proper chlorine dosage at the power purification plant that supply water to the target area.

SIMULATED AP1000 RESPONSE TO DESIGN BASIS SMALL-BREAK LOCA EVENTS IN APEX-1000 TEST FACILITY

  • Wright, R.F.
    • Nuclear Engineering and Technology
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    • 제39권4호
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    • pp.287-298
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    • 2007
  • As part of the $AP1000^{TM}$ pressurized water reactor design certification program, a series of integral systems tests of the nuclear steam supply system was performed at the APEX-1000 test facility at Oregon State University. These tests provided data necessary to validate Westinghouse safety analysis computer codes for AP1000 applications. In addition, the tests provided the opportunity to investigate the thermal-hydraulic phenomena expected to be important in AP1000 small-break loss of coolant accidents (SBLOCAs). The APEX-1000 facility is a 1/4-scale pressure and 1/4-scale height simulation of the AP1000 nuclear steam supply system and passive safety features. A series of eleven tests was performed in the APEX-1000 facility as part of a U.S. Department of Energy contract. In all, four SBLOCA tests representing a spectrum of break sizes and locations were simulated along with tests to study specific phenomena of interest. The focus of this paper is the SBLOCA tests. The key thermal-hydraulic phenomena simulated in the APEX-1000 tests, and the performance and interactions of the passive safety-related systems that can be investigated through the APEX-1000 facility, are emphasized. The APEX-1000 tests demonstrate that the AP1000 passive safety-related systems successfully combine to provide a continuous removal of core decay heat and the reactor core remains covered with considerable margin for all small-break LOCA events.

The Study on the Analysis of Elemental Maintenance Costs for Educational Facilities

  • Hyun-Wook Kang;Seung-Wook Lee;Sung- Ryul Bae;Byoung-Jun Min;Moon-Sun Park;Yong-Su Kim
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1254-1259
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    • 2009
  • The purpose of this study is to analyze elemental maintenance costs for educational buildings. The adapted research method selected three school buildings in Seoul as BTL projects. On the basis of the selected case, the study suggested a model to establish a system for each parts and to estimate analyzed maintenance costs through that system. According to the analysis, the study proposed a partial maintenance costs standard and analyzed proper maintenance costs. The results of this study are as follows 1) The system is divided into 8 large-groups and 24 small-groups for the analysis elemental maintenance costs. 2) The average rations followed by analysis of partial maintenance costs of the three school buildings are as followings, the total maintenance costs are analyzed 3,992 million won and each part of average rations is exterior of building 10.9%, interior of building 41.58%, electricity & fire fighting facility 14.22%, water supply & healthy facility 11.39%, heating & water supply facility 12.93%, landscape 6.3%, civil engineering works 2.69%.

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모 지역 소규모급수시설 비소검출에 따른 생물학적 노출 평가 (Biological Monitoring of Arsenic Concentrations According to Exposure to Arsenic-contaminated Ground Water)

  • 서정욱;최재원;오유진;홍영습
    • 한국환경보건학회지
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    • 제46권5호
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    • pp.513-524
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    • 2020
  • Objective: The main purpose of this study is to evaluate the environmental and biological exposure of local residents who consumed arsenic-contaminated drinking water for less than one year. Methods: As a part of water quality inspections for small-scale water supply facilities, surveys were conducted of residents of two villages that exceeded the arsenic threshold for drinking water. The environmental impact survey consisted of surveys on water quality, soil, and crops in the surveyed area. Biological monitoring was performed by measuring the separation of arsenic species in urine and total arsenic in hair. Results: In the results of biological monitoring, the concentrations of AsIII and AsV were 0.08 and 0.16 ㎍/L, respectively. MMA and DMA were 0.87 and 36.19 ㎍/L. There was no statistically significant difference between the group who drank arsenic-removed groundwater or water from the small-scale supply facility and the group who drank tap water, purified water, or commercial bottled water. Some of the water samples exceeded the arsenic threshold for drinking water. There were no samples in the soil or rice that exceeded the acceptable threshold. Conclusion: In the case of short-term exposure to arsenic-contaminated drinking water for less than one year, there were no significant problems of concern from the evaluation of biological monitoring after arsenic was removed.

계류형 수경시설의 지속가능한 운영·관리를 위한 설치방안 - 전주·완주 혁신도시 실개천 용량과 설비계통을 중심으로 - (Installation Design of Landscape-use Artificial Channel for Sustainable Management -Focusing on the Water Volume and Equipment System of Streamlet in Jeonju and Wanju Innovation City-)

  • 오창송
    • 한국조경학회지
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    • 제49권2호
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    • pp.113-127
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    • 2021
  • 공원녹지와 물길을 연결하는 조경계획기법이 보편화되었지만, 대규모 계류형 수경시설의 운영과 관리상의 문제가 빈번하게 발생하고 있다. 이에 본 연구는 전주·완주 혁신도시를 대상으로 빗물을 이용한 계류형 수경시설의 지속가능한 관리와 운영을 모색할 수 있는 설치방안을 검토하였다. 이 연구의 목적을 수행하기 위해 수원지와 수로 부분으로 나누어 각각의 시나리오를 설정하였다. 첫째, 수원지에 관한 시나리오는 수로와 수원지에 필요한 유지용수량과 저장공간을 산정하기 위해 물수지를 분석하였다. 분석 결과, 수로 부분 자체는 676.8톤/월의 급수가 필요하지만, 수원지의 생태적 또는 경관적 측면을 고려하여 3,018톤~5,512톤의 저장 공간과 0.75m~1.37m의 수심 유지가 요구되었다. 둘째, 수로에 관한 시나리오는 계류형 수경시설의 유지관리에 효과적인 설비의 계통을 선정하는 것이다. 이를 위해 용수를 고지대로 압송하여 흘려보내는 단일순환계통과 각각의 수공간에 별도 공급하여 독립 운전하는 다중순환계통을 비교 분석하였다. 그 결과, 소규모 동력장치에 의해 독자적으로 운전하는 다중순환계통이 용수공급에 필요한 운전시간을 최소화 할 수 있어 더 효과적인 것으로 나타났다.

공동주택용 태양열원 급탕시스템의 운전성능 연구 (A Study on the Operating Performance of Solar Assisted Hot Water System for Apartment Houses)

  • 이윤규;황인주
    • 설비공학논문집
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    • 제15권11호
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    • pp.928-936
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    • 2003
  • In the present study, feasibility investigation on the solar assisted hot water supply system for apartment houses was carried out by the review of service facility and heat load pattern. Also analysis and experiment of the small sized system model were performed. This hybrid system are consists of solar collector, heat storage tank, controller, and gas boiler using LPG as a secondary heat source. The analytical results showed a good agreement with experimental data. We found that this hybrid system could reduce the energy cost by 30% for hot water compared to typical boiler system in the apartment houses. Also we showed that this model could be used for the energy and economic analysis of the hybrid system.

액체로켓엔진 성능 및 냉각특성 연구를 위한 연소시험 장치 개발 (Development of Combustion Test Facility for Liquid Locket Engine)

  • 이성웅;김동환;김영수
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2004년도 제23회 추계학술대회 논문집
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    • pp.189-192
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    • 2004
  • 소형 액체로켓엔진의 냉각특성 연구를 위한 연소시험장치를 개발하였다. 본 연소시험장치는 물과 kerosene 냉각이 가능하며, 특히 재생냉각이 가능하도록 설계되었다. 시험에 사용되는 연소기는 혼합기, 점화기, 실린더 및 노즐부가 각각 분리되어 개별 냉각이 가능하도록 설계되었다. 현재 본 연소 시험장치를 이용한 소형 액체로켓엔진의 물 냉각 및 kerosene 냉각 시험이 수행 중에 있으며, 향후 LNG(Liquefied Natural Gas) 및 기체 메탄을 이용한 재생냉각이 가능하도록 시험장치를 개량할 예정이다.

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물부족 지역에서 샌드댐 설치에 의한 장기 물공급 개선 효과 분석 (Analysis of the effect of long-term water supply improvement by the installation of sand dams in water scarce areas)

  • 정일문;이정우;이정은;김일환
    • 한국수자원학회논문집
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    • 제55권12호
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    • pp.999-1009
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    • 2022
  • 춘천 물로리 지역은 지방상수도가 보급되지 않은 물복지 소외지역으로 복류수 및 지하수를 수원으로 하는 소규모 급수시설로 마을에 물을 공급하고 있다. 가뭄시 물부족 문제를 해결하고 증가하는 물수요에 대비하기 위해 계곡에 연하여 샌드댐을 설치하였으며, 2022년 5월부터 이 시설을 운영하고 있다. 본 연구에서는 과거 가뭄시 샌드댐이 있을 경우의 물공급 신뢰도를 평가하기 위해 MODFLOW모형을 이용한 지하수유출량 모의결과를 활용하여 미계측 기간인 2011년부터 2020년까지의 유입량 자료를 생성하였다. 기존 취수원과 샌드댐이 위치한 곳의 상류부 유역에 대해 SWAT-K 유역수문모델링을 수행하여 지하수유출량을 산정하고, 2021년 월별 지하수유출량에 대한 그 이전 10년 동안의 각 월별 지하수유출량의 상대적 비율을 구한 후 2021년 유입량 시계열 자료에 이 비율을 적용하여 2011년부터 2020년까지의 과거 유입량 자료를 생성하였다. 수요량 20 m3/일, 50 m3/일, 100 m3/일 세 가지 경우에 대해 과거 극한 가뭄시의 물공급 가능여부를 분석한 결과, 샌드댐 설치로 물공급 신뢰도가 증가하는 것을 확인 할 수 있으며, 수요량 100 m3/일인 경우에는 기존 취수원과 샌드댐을 연계 운영해야만 신뢰도 90%를 넘는 것으로 분석되었다. 세 가지 운영조건 모두 물공급 신뢰도 95%를 기준으로는 수요량 50 m3/일 이상, 신뢰도 99%를 기준으로는 수요량 30 m3/일 이상을 만족하는 것으로 평가되었다.

중수로 실증 실험설비를 이용한 소형냉각재상실사고의 MARS-KS 입력모델 개발 및 검증계산 (Development and Validation of MARS-KS Input Model for SBLOCA Using PHWR Test Facility)

  • 백경록;유선오
    • 한국안전학회지
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    • 제36권2호
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    • pp.111-119
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    • 2021
  • Multi-dimensional analysis of reactor safety-KINS standard (MARS-KS) is a thermal-hydraulic code to simulate multiple design basis accidents in reactors. The code has been essential to assess nuclear safety, but has mainly focused on light water reactors, which are in the majority in South Korea. Few previous studies considered pressurized heavy water reactor (PHWR) applications. To verify the code applicability for PHWRs, it is necessary to develop MARS-KS input decks under various transient conditions. This study proposes an input model to simulate small-break loss of coolant accidents for PHWRs. The input model includes major equipment and experimental conditions for test B9802. Calculation results for selected variables during steady-state closely follow test data within ±4%. We adopted the Henry-Fauske model to simulate break flow, with coefficients having similar trends to integrated break mass and trip time for the power supply. Transient calculation results for major thermal-hydraulic factors showed good agreement with experimental data, but further study is required to analyze heat transfer and void condensation inside steam generator u-tubes.