• Title/Summary/Keyword: Water supply pump

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

  • Lee, Yong-Hwa;Heo, Yong-Chul
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.27 no.4
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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.

Feasibility Study on the Conjunctive Operation of Water Transmission Systems from Multiple Source with Applying EPAnet (수리해석(水理解析) 모형(模型)을 이용한 다수원(多水源) 송수계통(送水系統)의 연계(連繫) 운영(運營) 방안(方案) 경제성(經濟性) 평가(評價) - 거제시(市)를 대상(對象)으로 -)

  • Ryu, Tae-Sang;Ha, Sung-Ryong
    • Journal of Korean Society of Water and Wastewater
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    • v.21 no.5
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    • pp.609-619
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    • 2007
  • The objective of this paper is to evaluate the feasibility of conjunctive Operation between Multi-regional water supply networks from multiple source as a effective way to meet two conditions: to minimize the electric cost for providing water demanded and meet the water flow rate for satisfying customers. EPAnet Model is used to calculate a hydraulic water distribution condition based on an integrated operation of water supply systems located in short distance. The modeling was conducted on several simulation cases including the individual operation by existing inter-regional water supply networks within short distance, the conjunctive operation of more than two existing networks with valve fully closed and full open constraint. As a study distribution system, water supplying systems of the Geojae-city in the Geongsang Namdo Province was selected and investigated. It was found that a well-allocated water supply scheme based on a conjunctive operation promises to save the electric cost and satisfy all operational goals such as stability and revenues during the period. The result such as unit district costs, pareto optimum pump combination sets will be applied to the optimization for a conjunctive operation of existing inter-regional water supply networks within short distance.

A Study on the Structural Integrity of an Auxiliary Feed Water Pump in a Nuclear Power Plant (원자력 발전소 보조급수펌프의 구조 건전성에 관한 연구)

  • Kim, Chae-Sil;Cho, Bang-Hyun
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.13 no.3
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    • pp.42-48
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    • 2014
  • The auxiliary-feed-water pump (AFWP) used to supply water during a station black out situation at nuclear power plants should meet the seismic qualification regulations stipulated in IEEE Std 323 and 344, so as to withstand earthquakes or dangerous situations. Here, we establish a model for the estimation of the structural integrity of this type of pump. If the natural frequency that results from a modal analysis is less than 33 Hz, we adopt a dynamic analysis, instead of a static analysis. A dynamic analysis was carried out taking into consideration seismic conditions such as the floor response spectra (FRS), an operation-base earthquake (OBE), and a safe-shutdown earthquake (SSE). Finally, an analytical estimation of the structural integrity of an AFWP is made through a comparison of calculated values and allowable values. If the result is less than the allowable stress, the pump is deemed to have good structural integrity. In addition, future studies will involve a stability check for rotor accidents that may occur during the operation of the pump.

Lubrication Analysis of the Grooved Journal Bearing Lubricated with Pressurized High Temperature Water (고온/고압 환경 하에서 물로 윤활되는 그루브 저어널 베어링의 윤활 해석)

  • 이재선;박진석;김종인
    • Tribology and Lubricants
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    • v.18 no.2
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    • pp.105-108
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    • 2002
  • Specially designed grooved journal bearings are installed in the main coolant pump for SMART (System-integrated Modular Advanced ReacTor) to support radial load on the rotating shaft. The canned motor type main coolant pumps are arranged vertically on the reactor vessel and filled with circulating primary coolant which is pure water. The main coolant pump bearings are lubricated with this coolant without any other external lubricant supply. Because lubricating condition is too severe for this bearing to generate proper hydrodynamic film, investigation of lubrication characteristics of the journal bearing is important to satisfy life constraint of whole pump system, and the results will be applied to the analysis of dynamic characteristics of the shaft system. The bearing is made of silicon graphite which has self$.$lubricating effect. A lubrication analysis method is proposed for this vertically grooved journal bearing in the main coolant pump of SMART, and lubricational characteristics of the bearings are examined in this paper.

Development of Water-Source Heat Pump System Using Riverbank Filtration Water on the Waterfront (친수지역 강변여과수 열원을 활용한 냉난방시스템 개발)

  • Cho, Yong;Kim, Dea Geun;Moon, Jong-Pil
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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    • pp.201.2-201.2
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    • 2011
  • A water-source heat pump system has been developed for cooling and heating of a green house on the waterfront in Jinju. In order to supply a heat source/sink of water in alluvium aquifer to the heat pump system, the riverbank filtration facility (two pumping wells and one recharge well) for water intake and injection has been constructed. To pump and recharge water sufficiently, the geometric design such as depth and diameter for the wells have been completed, and details of the well such as slot size and length of the screen and filter pack size have been designed based on the practical and theoretical design method including D30 technique. For the investigation of the hydrogeological characteristics, step-drawdown test, long-term pumping test, and recovery test have been carried out for two developed pumping wells. Step-drawdown test has been performed on 4 step flowrates of 150, 300, 450, $600m^3$/day for 1 hour, and long-term pumping test on flowrate of $500m^3$/day for 24 hours, and recovery test for 6 hours. Since the underground water filtrated by riverbank is flowing smoothly into the well, the water level goes down slightly for the long-term test. Consequently, the stable pumping flowrate for two pumping well has been predicted at least over $1,647m^3$/day which is larger than the flowrate of $1,000m^3$/day for a 60 RT heat pump system.

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An Applicability Analysis of River Water Source Heat Pump System using EnergyPlus Simulation (에너지플러스 시뮬레이션을 통한 하천수 열원 히트펌프 시스템의 적용 가능성 분석)

  • Sohn, Byonghu
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.18 no.2
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    • pp.10-21
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    • 2022
  • A water source heat pump (WSHP) system is regarded as an energy-efficiency heating and cooling supply system for buildings due to its high energy efficiency and low greenhouse gas emissions. Recently, water sources such as river water, lake water, and raw water are attracting attention as heat sources for a heat pump system in Korea. This paper analyzed the applicability of a river water source heat pump system (RSHP). The river water temperature level was compared with the outdoor air and ground temperature levels to present applicability. In addition, the cooling and heating performance were compared through a simulation approach for the RSHP and a ground source heat pump (GSHP) applied to a large-scale office building. To compare the temperature level, the actual data were applied to the river water and the outdoor air, while the simulation results were applied to the ground circulation water. The results showed that the change in river water temperature throughout the year was similar to the change in outdoor air temperature. However, unlike the outdoor air temperature, the difference between the hourly and daily average river water temperatures was not large. The temperature level of river water was lower during the heating season and somewhat higher during the cooling season than that of the ground circulation water. Finally, the performance of the RSHP system was 13.4% lower than that of the GSHP system on an annual-based.

A Study on the Performance Evaluation of Recirculation System for Individual Hot Water Supply System in Residential Buildings (주거건물의 개별급탕방식 환탕배관 적용에 따른 급탕성능 평가에 관한 연구)

  • Cha, Min-Chul;Yeo, Myoung-Souk;Seok, Ho-Tae
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.19 no.12
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    • pp.857-864
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    • 2007
  • In the current residential building, hot water supply system consumes the second largest energy in order to make the thermal comport condition of residential space. The more residential environment improves the more the demand for hot water and water consumption is increasing gradually. So this study examines the possibility of applying the recirculation for individual hot water supply system compared with the existing method for waiting time for hot water, wasted water and energy consumption. The results are as follows. (1) In case of recirculation system method the waiting time for hot water can be reduced up to $69\sim85%$ in spring and fall period and so dose up to $77\sim85%$ in winter period. (2) The total wasted water has a little change compared with the existing method which can make the total wasted water reduced about $77\sim86%$. (3) The efficiency of hot water supply system can be improved, if the method which blocks the inflow of cold water is applied, when return pump is operated to recirculate hot water in recirculation system.

Application & Examination of the Plan for Optimum Stability through Water-hammer in Pipe Line and Booster Pump Station (관로계통 및 가압펌프장 수격에 따른 최적 안정성 확보방안)

  • Ra, Beyong-Pil;Park, Jong-Ho
    • The KSFM Journal of Fluid Machinery
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    • v.12 no.5
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    • pp.19-24
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    • 2009
  • This paper is performed to find out the stability of water-hammer in pipe line and pump station that is happened when additional water needs demanded. At first, the water supply construction project is planned to supply $6,000\;m^3/day$ through 17.9 km pipe line. But additional demand ($1,200\;m^3/day$) happened from Cheong-ra water reservoir. In this situation, air-chamber($4\;m^3$) and vacuum breaker valve(${\varphi}100\;mm$) are needed to prevent water-hammer. When the additional water is supplied, the existing facilities (air-chamber, vacuum breaker valve) are sufficient to alleviate shock not changing capacity alteration, judging from the airspace change and rise. Therefore, there is no problem for water-hammer by installing air-chamber($4\;m^3$) and vacuum breaker valve(${\varphi}100\;mm$) at the top of Yeo-ju hill.

A Study on the Analysis of Cavitation in Intake Pump (취수펌프에서의 캐비테이션 분석에 관한 연구)

  • Kim, Yong-Yeol;Cha, In-Ho;Lee, Je-Geun;Kwon, Gi-Bum;Lee, Jong-Ik;Kim, Han-Il
    • 한국전산유체공학회:학술대회논문집
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    • 2008.03b
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    • pp.144-147
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    • 2008
  • Intake pump for waterworks is badly damaged by a small amount of cavitation because of variable water quality and severe operation conditions. In general, the required NPSH for reduced cavitation can be provided by inlet condition, supply air, change pump and inducer. But once the pump has been built and installed there is little that can be done to reduce cavitation damage. In this study, we analysed the cavitation of paldang intake pump and intended to avoid the same phenomena.

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