Sizing the Protection Devices to Control Water Hammer Damage
| 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.accessioned | 2022-05-22T08:29:10Z | |
| dc.date.available | 2018-04-22T11:38:20Z | |
| dc.date.available | 2022-05-22T08:29:10Z | |
| dc.date.issued | 2013-11 | |
| 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.identifier.uri | http://waset.org/publications/9997283/sizing-the-protection-devices-to-control-water-hammer-damage- | |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/8020 | |
| 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 |