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Cavitation in Pipeline Due to Water Hammer

Author(s): Vladimir V. Tarasevich

Linked Author(s): Vladimir Tarasevich

Keywords: Pipe; Water hammer; Cavity; Size; Duration; Collapse; Impact; Calculation

Abstract: The paper is devoted to development of cavity flow models and deriving on their basis of main qualitative and quantitative characteristics of a stream, such as a overall flow pattern, criterion of cavitation initiation, location, initiation time and cavities' lifetime, maximum pressure estimate etc. The cases both perfect and real liquid were researched. The comparison with experimental data is represented.

DOI:

Year: 2001

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