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Local cavitation due to water hammer

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Języki publikacji
EN
Abstrakty
EN
The phenomenon of vapour cavitation due to water hammer is investigated ex-perimentally using high frequency pressure transducers (piezoelectric and strain gauges). The water hammer is caused by a sudden closure of a ball valve mounted at the end of the steel pipe. A short-duration pressure pulse, as well as high frequency cavitation pressure oscillations is observed. The high frequency pressure oscillations appear just after the vapour cavity collapse, whereas the pressure pulse does not occur immediately after collapse but is delayed from 0 to the water hammer period $2L/c$, s. The experiments have shown that the maxi-mum high frequency pressure oscillation, directly proportional to the pressure wave velocity, can be many times higher than the maximum water hammer pres-sure amplitude as well as short-duration pressure pulse. The influence of liquid evaporation duration and the steady state losses on the maximum high frequency cavitation pressure oscillation are shown. Growing pressure reduction is accom-panied by gas desorption from the liquid. The liberated air reduces the amplitude of the pressure increase and prolongs the period of oscillations. The experiments have shown that there are three phases of the maximum amplitude of high fre-quency pressure oscillations for each fixed steady state loss. The frequency of va-pour cavitation pressure oscillations depends on the duration of the oscillations. For the test cases, the frequency increases during the cavitation from ca. 400 to 900 Hz for steel pipes.
Twórcy
autor
  • Warsaw University of Technology, Institute of Water Supply and WaterEngineer-ing, ul. Nowowiejska 20, 00-653 Warsaw, Poland
autor
  • Warsaw University of Technology, Institute of Water Supply and WaterEngineer-ing, ul. Nowowiejska 20, 00-653 Warsaw, Poland
  • Rzeszów Technical University, Department of Building and Environment Engineering
Bibliografia
  • Bergant A., Simpson A. R. (1999), Pipeline Column Separation Flow Regimes, Journal of Hydraulic Engineering, 125 (8), 835-848.
  • Fan D., Tijsseling A. (1992), Fluid Structure Interaction with Cavitation in Ttansient Pipe Flows, ASME Journal of Fluids Engineering, 114 (6), 268-274.
  • Kot C. D., Youndahl C. K. (1978), Transient Cavitating Effects in Fluid Piping Systems, Nuclear Engrg. and Des. 45(1), 93-100.
  • Kronenburg C. (1974), Gas Release during Transient Cavitation in Pipes, Journal of Fluids Div. ASCE, 100 (10), 1383-1398.
  • Mitosek M. (1997), Study of Cavitation due to Water Hammer in Plastics Pipes, Plastics, Rubber and Composites Processing and Applications, 26 (7), 324-329.
  • Mitosek M. (2000), Study of Thnsient Vapor Cavitation in Series Pipe Systems. Journal of Hydraulic Engineering ASCE, 126 (12), 904-911.
  • Rybak-Wilusz E. (2001), The Cavitation Phenomenon in Pipes in Unsteady Flow of Water, PhD Thesis, Warsaw University of Technology (in Polish).
  • Simpson A. R., Wylie E. B. (1991), Large Water Hammer Pressures for Column Separation in Pipelines, Journal of Hydraulic Engineering ASCE, 117 (10), 1310-1316.
  • Simpson A. R., Bergant A. (1994), Numerical Comparison of Pipe Column Separation Models, Journal of Hydraulic Engineering ASCE, 120 (3), 361-377.
  • Shima A. (1997), Studies on Bubble Dynamics, Shock Waves, Springer Verlag 7,33-42.
  • Wylie E. B., Streeter V. L., Suo L. (1993), Fluid Tiansients in Systems, Prentice-Hall, Inc., Upper Saddle River, New York.
  • Zielke W, Perko H. D., Keller A. (1989), Gas Release in Itansient Pipe Flow, Proc. 6th Int. Conf on Pressure Surges BHRA, Cranfield U.K., 3-13.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0021-0004
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