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contributor authorEnrique Cabrera
contributor authorJosé Abreu
contributor authorRafael Pérez
contributor authorAntonio Vela
date accessioned2017-05-08T20:41:22Z
date available2017-05-08T20:41:22Z
date copyrightDecember 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A12%281639%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23592
description abstractWhen a problem of hydraulic transients with entrapped air in pipelines and/or with water‐column separation is tackled, the variation of the length of the liquid column is not usually taken into account. In this paper (due largely to the assumption of a system with a cross section at the air‐water interface in a horizontal pipeline), it is shown that in a system with entrapped air and without changes of potential energy at the air‐water interface (horizontal pipe) the final pressure obtained in a mass oscillation in which the kinetic energy of the fluid and the liquid column length variation are neglected is the same as the final pressure obtained from the consideration of both effects. This peak pressure is also independent of the assumed polytropic exponent for the entrapped‐air compression. Nevertheless, the instant when the maximum is achieved is different.
publisherAmerican Society of Civil Engineers
titleInfluence of Liquid Length Variation in Hydraulic Transients
typeJournal Paper
journal volume118
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:12(1639)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
contenttypeFulltext


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