2011
DOI: 10.1080/19942060.2011.11015357
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Simulation of Flow Transients in a Water Filling Pipe Containing Entrapped Air Pocket with VOF Model

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Cited by 68 publications
(60 citation statements)
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“…Besides experimental research, numerical simulations have proven alternative means to investigate the fluid related phenomena, demonstrating significant advantages over experimental studies. Zhou et al (2011) investigated experimentally and numerically the pressure within an entrapped air pocket in a filling pipeline without air release. The VOF model was introduced to simulate the transient flow and showed similar flow properties to experimental observations.…”
Section: Introductionmentioning
confidence: 99%
“…Besides experimental research, numerical simulations have proven alternative means to investigate the fluid related phenomena, demonstrating significant advantages over experimental studies. Zhou et al (2011) investigated experimentally and numerically the pressure within an entrapped air pocket in a filling pipeline without air release. The VOF model was introduced to simulate the transient flow and showed similar flow properties to experimental observations.…”
Section: Introductionmentioning
confidence: 99%
“…The volume of fluid (VOF) method is widely adopted to track the free-surface movement (Chokri, Zouhaier, Mohamed, & Khlifa, 2010;Zhou, Liu, & Ou, 2011), and it is also applied in the present numerical strategy. The governing equations are discretized by the finite volume method.…”
Section: Methodsmentioning
confidence: 99%
“…The rigid model was used in order to compute the evolution of the water column [11,25], considering that the elasticity of the air is much higher than the elasticity of the pipe and the water [12]. Applying the rigid model to the emptying column j and considering that the drain valve s joins pipes L j and L j−1 , which is a common point in a pipeline, then:…”
Section: Equations For the Water Phasementioning
confidence: 99%
“…This problem can be studied using one (1D) [10,11], two (2D) [12] or three-dimensional (3D) [13] models. The water phase in the 1D model can be analyzed considering two types of models [14]: (i) elastic models [15,16], which consider the elasticity of the pipe and the water; or (ii) rigid models [17], which ignore the elasticity of them.…”
Section: Introductionmentioning
confidence: 99%