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Study on a Multi-pipe Water Hammer Phenomenon by using CFD of Rapid Valve Closing

전산유체해석(CFD)을 이용한 밸브의 급폐쇄에 따른 다중 배관 수격 현상에 관한 연구

  • 박노석 (경상대학교 토목공학과) ;
  • 김성수 (한국수자원공사 상하수도연구소) ;
  • 강문선 ((주)코오롱 글로벌) ;
  • 최종웅 (한국수자원공사 상하수도연구소)
  • Received : 2013.03.14
  • Accepted : 2013.08.14
  • Published : 2013.08.15

Abstract

This study was to investigate characteristics for the pressure wave propagation and the maximum pressure near a rapid closure valve which was installed the end of multi piping network. The multi piping network consists of one inlet and three outlet with straight pipes. The diameter of the pipes including the valve was 100 mm, 80 mm, 80 mm respectively. The valve was rapidly closed with the instantaneous time which was 0.023s in the level for the water hammer. For the simulation, the influence of the pipe thickness and deformation due to pressure-wave-propagation was not considered. CFD was conducted under the following condition : the initial pressure was 1bar in the inlet and the mass flow rate was 7.83 kg/s in the outlet(the velocity in the pipe with 100 mm diameter was 1 m/s). As the valve have conditions that were status with and without fluid flow in the pipe after valve closing, the maximum pressure change and the frequency analysis were examined. As the results, the case that was status with fluid flow appeared the higher maximum pressure than another's, the maximum frequency band was about 10 ~ 11 Hz.

Keywords

References

  1. 한화택, 김종만, 김종필 (1994) "건축배관시스템 내에서의 수격현상에 관한 실험적 연구", 대한 기계학회 논문집 제 18호 제 9권, pp.2251-2256.
  2. 이용화, 유지오, 박효식, 김영호 (1999) "단순배관계에서의 수격현상에 관한 연구", 공기조화 냉동공학회 '99동계학술발표회 논문집 pp. 370-374.
  3. 김경엽, 김점배 (2004) "원심펌프의 시동 및 정지에 따른 수격현상", 유체기계저널 제 7권 1호 pp.51-57. https://doi.org/10.5293/KFMA.2004.7.1.051
  4. Jayaraj K., Ganesan N. and Chandramouli P. (2005) "A new finite element formulation based on the velocity of flow for water hammer problems",International Journal of Pressure Vessels and Piping vol. 82, pp.1-14. https://doi.org/10.1016/j.ijpvp.2004.06.009
  5. Mohamed S., Ghidaoui, Ming Z., Duncan A. M., David H. and Axworthy (2005) "A Review of Water Hammer Theory and Practice", ASME JANUARY 2005, Vol. 58, pp.49-76.
  6. Berganta A., Simpsonb A. R. and Tijsseling A. S. (2006), "Water hammer with column separation: A historical review",Journal of Fluids and Structures 22, pp.135-171. https://doi.org/10.1016/j.jfluidstructs.2005.08.008
  7. Afshar M. H., Rohani M. (2008) "Water hammer simulation by implicit method of characteristic", International Journal of Pressure Vessels and Piping 85, pp.851-859. https://doi.org/10.1016/j.ijpvp.2008.08.006
  8. Wahba E. M. (2009) "Turbulence modeling for two-dimensional water hammer simulations in the low Reynolds number range", Computers & Fluids 38, pp.1763-1770. https://doi.org/10.1016/j.compfluid.2009.03.007
  9. Himr and Haban V. (2010) "Simulation of low pressure water hammer", 25th IAHR Symposium on Hydraulic Machinery and Systems, Earth and Environmental Science 12 012087.

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