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contributor authorKodura
contributor authorApoloniusz;Stefanek
contributor authorPaweł;Weinerowska-Bords
contributor authorKatarzyna
date accessioned2017-12-30T11:43:03Z
date available2017-12-30T11:43:03Z
date copyright9/20/2017 12:00:00 AM
date issued2017
identifier issn0098-2202
identifier otherfe_139_12_121301.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242706
description abstractFine solid materials can be transported with the use of water as a carrier liquid. From the practical point of view, the economy of designing and maintenance is usually the most important factor. That way of transport has a lot of advantages for many industry processes. However, the problems of pressure flow are more complicated for slurries than for liquids. The transient flow is one of the most difficult problems to describe. A deep analysis of transients in slurries is crucial, both theoretically and practically. In this paper, the analysis of the transient flow in high-density polyethylene pressure pipelines is described. At the first stage, a laboratory model was build. Experiments made for different volume concentrations were performed. The results were used to build a numerical model of transient flow, which was the second stage of investigation. Due to relatively difficult description of the volumetric concentration bottom layer depth, these parameters vary in time and volume of slurry, and an alternative approach was proposed. The equivalent density was introduced to express the unknown parameters. Performed numerical simulations lead to promising results. In all analyzed episodes, the calculated pressure characteristics demonstrated satisfactory coincidence with observations.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Experimental and Numerical Analysis of Water Hammer Phenomenon in Slurries
typeJournal Paper
journal volume139
journal issue12
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.4037678
journal fristpage121301
journal lastpage121301-9
treeJournal of Fluids Engineering:;2017:;volume( 139 ):;issue: 012
contenttypeFulltext


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