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contributor authorJanek Laanearu
contributor authorIvar Annus
contributor authorTiit Koppel
contributor authorAnton Bergant
contributor authorSašo Vučković
contributor authorQingzhi Hou
contributor authorArris S. Tijsseling
contributor authorAlexander Anderson
contributor authorJos M. C. van’t Westende
date accessioned2017-05-08T21:51:32Z
date available2017-05-08T21:51:32Z
date copyrightDecember 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000659.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64491
description abstractEmptying of an initially water-filled horizontal PVC pipeline driven by different upstream compressed air pressures and with different outflow restriction conditions, with motion of an air-water front through the pressurized pipeline, is investigated experimentally. Simple numerical modeling is used to interpret the results, especially the observed additional shortening of the moving full water column due to formation of a stratified water-air “tail.” Measured discharges, water-level changes, and pressure variations along the pipeline during emptying are compared using control volume (CV) model results. The CV model solutions for a nonstratified case are shown to be delayed as compared with the actual measured changes of flow rate, pressure, and water level. But by considering water-column mass loss due to the water-air tail and residual motion, the calibrated CV model yields solutions that are qualitatively in good agreement with the experimental results. A key interpretation is that the long air-cavity celerity is close to its critical value at the instant of minimum flow acceleration. The influences of driving pressure, inertia, and friction predominate, with the observed water hammer caused by the initiating downstream valve opening insignificantly influencing the water-air front propagation.
publisherAmerican Society of Civil Engineers
titleEmptying of Large-Scale Pipeline by Pressurized Air
typeJournal Paper
journal volume138
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000631
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 012
contenttypeFulltext


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