UNSTEADY FLUID FLOW IN PRESSURISED CLOSED PIPES IN EXPERIMENTAL BENCH EXAMPLES

Author:

Stosiak Michał1ORCID,Urbanowicz Kamil2ORCID,Towarnicki Krzysztof1ORCID,Deptuła Adam3ORCID,Skačkauskas Paulius4ORCID,Leśniewski Tadeusz1ORCID

Affiliation:

1. Faculty of Mechanical Engineering, Wrocław University of Science and Technology, Łukasiewicza 5, 50-371 Wrocław, Poland

2. Faculty of Mechanical Engineering and Mechatronics, West Pomeranian University of Technology in Szczecin, Al. Piastów 19, 70-310 Szczecin, Poland

3. Faculty of Engineering Production and Logistics, Opole University of Technology, ul. Sosnkowskiego 31, 45-272 Opole, Poland

4. Faculty of Transport Engineering, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania

Abstract

The paper indicates the frequent occurrence of transient states in hydraulic systems. Particular attention was paid to the phenomenon of water hammer – the causes and effects of this phenomenon. A complete analytical description of this phenomenon has not yet been developed. New theoretical models are still being developed and need to be verified experimentally. The paper focuses on presenting the development of experimental stands for the study of water hammer in hydraulic pipes. Subsequent modifications of the experimental stands for the speed of the shut-off valves and their tightness, as well as for the minimisation of the occurrence of the effects of the pulsation of the performance of the pump supplying the line under investigation, are presented. The stand presented as the final one also allows the testing of transients in hydraulic lines for various types of working fluid (oil, emulsion, distilled water).

Publisher

Vilnius Gediminas Technical University

Subject

Aerospace Engineering

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