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Analysis of water hammer in pipelines by partial fraction expansion of transfer function in frequency domain
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  • Analysis of water hammer in pipelines by partial fraction expansion of transfer function in frequency domain
  • Analysis of water hammer in pipelines by partial fraction expansion of transfer function in frequency domain
저자명
Lee. Jun-Shin,Kim. Bong-Ki,Lee. Wook-Ryun,Oh. Ki-Yong
간행물명
Journal of mechanical science and technology
권/호정보
2010년|24권 10호|pp.1975-1980 (6 pages)
발행정보
대한기계학회
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

Understanding water hammer is very important to the prevention of excessive pressure build-up in pipelines. Many researchers have studied this phenomenon, drawing effective solutions through the time- and frequency-domain approaches. For the purposes of enhancing the advantages of the frequency-domain approach and, thereby, rendering investigations of the dynamic characteristics of pipelines more effective, we propose partial fraction expansion of the transfer function between the unsteady flow source and a given section. We simulate the proposed approach using a vibration element inserted into a simple pipeline, deducing much useful physical information pertaining to pipeline design. We conclude that locating the resonance of the vibration element between the first and second resonances of the pipeline can mitigate the excessive pressure build-up attendant on the occurrence of water hammer. Our method of partial fraction expansion is expected to be useful and effective in analyses of unsteady flows in pipelines.