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Sizing the Protection Devices to Control Water Hammer Damage

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dc.contributor.author Abuiziah, Itissam
dc.contributor.author Ahmed, Oulhaj
dc.contributor.author karima, Sebari
dc.contributor.author Driss, Ouazar
dc.date.accessioned 2018-04-22T11:38:20Z
dc.date.available 2018-04-22T11:38:20Z
dc.date.issued 2013-11
dc.identifier.uri http://waset.org/publications/9997283/sizing-the-protection-devices-to-control-water-hammer-damage-
dc.identifier.uri http://scholar.ppu.edu/handle/123456789/669
dc.description.abstract The primary objectives of transient analysis are to determine the values of transient pressures that can result from flow control operations and to establish the design criteria for system equipment and devices (such as control devices and pipe wall thickness) so as to provide an acceptable level of protection against system failure due to pipe collapse or bursting. Because of the complexity of the equations needed to describe transients, numerical computer models are used to analyze transient flow hydraulics. An effective numerical model allows the hydraulic engineer to analyze potential transient events and to identify and evaluate alternative solutions for controlling hydraulic transients, thereby protecting the integrity of the hydraulic system. This paper presents the influence of using the protection devices to control the adverse effects due to excessive and low pressure occurs in the transient. en_US
dc.language.iso en en_US
dc.publisher International Journal of Civil and Environmental Engineering en_US
dc.relation.ispartofseries 7;11
dc.subject —Flow Transient, Water hammer, Pipeline System, Surge Tank, Simulation Model, Protection Devices. en_US
dc.title Sizing the Protection Devices to Control Water Hammer Damage en_US
dc.type Article en_US

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