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contributor authorQingzhi Hou
contributor authorArris S. Tijsseling
contributor authorJanek Laanearu
contributor authorIvar Annus
contributor authorTiit Koppel
contributor authorAnton Bergant
contributor authorSašo Vučković
contributor authorAlexander Anderson
contributor authorJos M. C. van ’t Westende
date accessioned2017-05-08T22:07:27Z
date available2017-05-08T22:07:27Z
date copyrightNovember 2014
date issued2014
identifier other29921286.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71805
description abstractThis study presents the results from detailed experiments of the two-phase pressurized flow behavior during the rapid filling of a large-scale pipeline. The physical scale of this experiment is close to the practical situation in many industrial plants. Pressure transducers, water-level meters, thermometers, void fraction meters, and flow meters were used to measure the two-phase unsteady flow dynamics. The main focus is on the water–air interface evolution during filling and the overall behavior of the lengthening water column. It is observed that the leading liquid front does not entirely fill the pipe cross section; flow stratification and mixing occurs. Although flow regime transition is a rather complex phenomenon, certain features of the observed transition pattern are explained qualitatively and quantitatively. The water flow during the entire filling behaves as a rigid column as the open empty pipe in front of the water column provides sufficient room for the water column to occupy without invoking air compressibility effects. As a preliminary evaluation of how these large-scale experiments can feed into improving mathematical modeling of rapid pipe filling, a comparison with a typical one-dimensional rigid-column model is made.
publisherAmerican Society of Civil Engineers
titleExperimental Investigation on Rapid Filling of a Large-Scale Pipeline
typeJournal Paper
journal volume140
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000914
treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 011
contenttypeFulltext


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