• 제목/요약/키워드: Water-pump intakes

검색결과 6건 처리시간 0.022초

CFD에 의한 와류방지장치(AVD)가 설치된 흡수정내 펌프의 성능평가에 관한 연구 (Study on Performance Analysis of Pump within Sump Model with AVD installation by CFD)

  • 최종웅;박노석;김성수;박상수;이영호
    • 상하수도학회지
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    • 제26권3호
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    • pp.463-469
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    • 2012
  • The efficiency of the flow mixed pump installed within the bell-mouth in the sump is reduced by the flow characteristics of around intakes. Strong submerged vorticies can be successfully suppressed by installing an AVD(anti-submerged vortex device) on the bottom of pump intake channel just below the bell-mouth. Sump model with AVD device basin is designed and the characteristics of submerged vortex is investigated in the flow field by numerical simulation. In this study, a commercial CFD code is used to predict the efficiency of the pump with the AVD installation in the pump station accurately.

PIV MEASUREMENTS IN WATER-PUMP INTAKES

  • SILVA JOSE MATOS;DUARTE ALEXANDRE CAIMOTO;FERNANDES EDGAR CAETANO
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2005년도 학술발표회(1)
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    • pp.97-98
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    • 2005
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원자력 발전소용 순환수 펌프의 성능해석 (THE PERFORMANCE ANALYSIS OF A CIRCULATING WATER PUMP FOR A NUCLEAR POWER PLANT)

  • 이명수;한병윤;황도연;유성수;박형구
    • 한국전산유체공학회지
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    • 제14권3호
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    • pp.69-75
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    • 2009
  • The objective of this study is to investigate the suitable design for a domestic Circulating water pump(CWP), which is used in cooling-water intakes for the unit 3 and 4 of Yeonggwang nuclear power plant. All the simulations are performed, using CFD method with a commercial code STAR-CCM+ version 3.02. After modeling a present design of the pump, the flow around the rotating blade was calculated by using quasi-static method and sliding mesh method with the almost same condition as an actual state. Based on fundamental simulations with various depth of sea water, the reference pressure for the boundary condition of the present study was decided. To verify the reliability of the calculation results, the suction flow rate of the data was compared with that of the experimental data. As a result of this comparison, it is confirmed that two results are fairly consistent. For the improvement of the suction flow rate, computational analysis was done by changing a flow channel and blade shapes. It is shown that the suction flow rate of the new pump was improved.

원자력 발전소용 순환수 펌프의 성능해석 (THE PERFORMANCE ANALYSIS OF A CWP PUMP FOR A NUCLEAR POWER PLANT)

  • 이명수;한병윤;황도연;유성수;박형구
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2009년 춘계학술대회논문집
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    • pp.232-238
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    • 2009
  • The objective of this study is to investigate the suitable design for a domestic CWP pump, which is used in cooling-water intakes for the unit 3 and 4 of Yeonggwang nuclear power plant. All the simulations are performed, using CFD method with a commercial code STAR-CCM+ version 3.02. After modeling a present design of the pump, the flow around the rotating blade was calculated by using quasi-static method and sliding mesh method with the almost same condition as an actual state. Based on fundamental simulations with various depth of sea water, the reference pressure for the boundary condition of the present study was decided. To verify the reliability of the calculation results, the suction flow rate of the data was compared with that of the experimental data. As a result of this comparison, it is confirmed that two results are fairly consistent. For the improvement of the suction flow rate, computational analysis was done by changing a flow channel and blade shapes. It is shown that the suction flow rate of the new pump was improved.

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2차원 모형을 이용한 저수지 퇴사량 예측 (Estimation of Reservoir Sediment Deposition Using Two Dimensional Model)

  • 이원호;김진극
    • 한국지반환경공학회 논문집
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    • 제9권5호
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    • pp.21-27
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    • 2008
  • 퇴사는 하천과 저수지의 기능을 저해하는 주요 요소 중 하나로 취수구 부분의 펌프 임펠러 손상 등 많은 문제점을 내포하고 있다. 따라서 저수지의 운영 및 계획, 수자원의 효율적 활용을 위해서는 정확한 퇴사량 산정이 이루어져야 한다. 본 연구의 목적은 경상북도 운문호 2차원모형(SMS)을 이용한 퇴사량 예측에 있다. 계획홍수위(EL.152.12m)의 저수용량과 비교할 경우 RUSLE모형의 경우 50년 후 $2,084.09{\times}10^6m^3$, 100년 후 $2,196.65{\times}10^6m^3$로 감소하는 것으로 나타났다. 2차원 모형의 경우 50년 후의 저수량은 $2,227.41{\times}10^6m^3$, 100년 후에 저수량은 $2,121.47{\times}10^6m^3$로 감소하는 것으로 나타났다. 적용결과 2차원모형은 저수지 퇴사량 산정에 매우 유용할 것으로 판단된다.

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