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contributor authorAgnieszka Malesińska
contributor authorMariusz Wojciech Rogulski
contributor authorPierfabrizio Puntorieri
contributor authorGiuseppe Barbaro
contributor authorBeata Elżbieta Kowalska
date accessioned2022-01-30T20:02:46Z
date available2022-01-30T20:02:46Z
date issued2020
identifier other%28ASCE%29PS.1949-1204.0000411.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266423
description abstractThis paper presents the results of studies of water hammer phenomena in a physical model in combinations of two and three pipelines connected in series. The combined pipelines were made of steel and polypropylene. Pipelines made of one material type were connected in series in different configurations of diameter ratios and lengths of connecting sections. The obtained results were used to verify the value of the equivalent celerity calculated from equations derived using linear analysis of natural vibrations of the system. For verification of the equations, an algorithm in MATLAB was developed that allows one to easily calculate the equivalent celerity, ce, for N pipelines connected in series with varying diameter, length, and material composition. The ability to easily determine the value of the equivalent celerity allows the calculation of the maximum increase of pressure for a given configuration of pipelines, for example, after pipeline modernization or during making decisions on the installation of often expensive equipment to counter the negative effects of water hammer.
publisherASCE
titleEquivalent Celerity in Water Hammer for Serially Connected Pipelines
typeJournal Paper
journal volume11
journal issue1
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000411
page04019039
treeJournal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 001
contenttypeFulltext


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