In situ Verification of Numerical Model of Water Hammer in Slurries
Apoloniusz Kodura , Katarzyna Weinerowska-Bords , Wojciech Artichowicz , Michał Kubrak , Pawel Stefanek
AbstractThis paper presents a numerical model of transient flow in a pressure slurry pipeline network with verification based on in situ measurements. The model, primarily verified in laboratory conditions, has been extended and applied to the case of a large and complex slurry pipeline network in Poland. In the model, the equivalent density concept was applied. In situ experiments were performed for various unsteady flow episodes, caused by different pump operation strategies in the industrial pipeline network. Based on the measurements of slurry concentration and pressure variations, the numerical model was tested and verified. A satisfactory coincidence between the calculated and the observed pressure characteristics was achieved. Additional numerical tests led to important conclusions concerning safe pump and valve operation and system security threats.
|Journal series||Journal of Fluids Engineering-Transactions of the Asme, ISSN 0098-2202, (N/A 100 pkt)|
|Publication size in sheets||0.5|
|Keywords in English||Computer simulation, Water hammer, Slurries, Pressure, Pipelines, Pumps, Unsteady flow, Security, Density, Valves|
|Score||= 100.0, 16-01-2020, ArticleFromJournal|
|Publication indicators||= 0; = 0; : 2018 = 1.398; : 2018 = 1.72 (2) - 2018=1.757 (5)|
* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.