Study on Water Hammer in Fluid Transportation Pipeline Systems; Problems of Informatics, Electronics and Radio Engineering (PIERE)

Study on Water Hammer in Fluid Transportation Pipeline Systems; Problems of Informatics, Electronics and Radio Engineering (PIERE)

Λεπτομέρειες βιβλιογραφικής εγγραφής
Parent link:Problems of Informatics, Electronics and Radio Engineering (PIERE).— 2024.— P. 1090-1093
Κύριος συγγραφέας: Ruan Sipeng S.
Άλλοι συγγραφείς: Mamonova T. E. Tatiana Egorovna, Leonov S. V. Sergey Vladimirovich
Περίληψη:A pipeline system is a vital lifeline for modern society. As cities continue to modernize and expand, a population density increases, urban water supply and sanitation networks become more complex, and the demand for clean water rises sharply. One of the current problems in ensuring the life support of a modern city is a pipeline rupture. For general water supply systems, the causes of ruptures and dents in pipes at their base are typically water hammer and transient flow phenomena associated with the interaction of fluids and solids. According to statistics, about 60% of all pipeline ruptures are caused by a water hammer. This paper presents a model of a liquid transfer pipeline system with valves. A study of the water hammer phenomenon was conducted. The dependency of mass flow rate and pressure amplitude on valve closure time was shown, and the pressure range variation during water hammer occurrence in a pipe was measured. The developed model can be used for investigating adjustments to the fluid transfer pipeline system and conducting predictive diagnostics for water hammer presence
Текстовый файл
AM_Agreement
Γλώσσα:Αγγλικά
Έκδοση: 2024
Θέματα:
water hammer
pipeline system
computer simulation
fluid hydraulic
Reynolds numbers
труды учёных ТПУ
электронный ресурс
Διαθέσιμο Online:https://doi.org/10.1109/PIERE62470.2024.10805071
Μορφή: Ηλεκτρονική πηγή Κεφάλαιο βιβλίου
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=678401

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