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    Analysis of Transient Vaporous Cavitation in Pipes by a Distributed 2D Model

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author:
    Giuseppe Pezzinga
    ,
    Donatella Cannizzaro
    DOI: 10.1061/(ASCE)HY.1943-7900.0000840
    Publisher: American Society of Civil Engineers
    Abstract: The features of an axial-symmetric two-dimensional (2D) model in a transient cavitating pipe flow are investigated. A distributed vaporous cavitation model is proposed, based on the mass and momentum balance equations for a liquid-vapor mixture. A conservation form of the continuity equation allows a simple numerical solution. Both one-dimensional (1D) and 2D models are considered to quantify the effect of friction in the simulation of experimental data. The axial-symmetric 2D model allows the evaluation of the velocity profile and a more accurate estimate of the wall shear stress. The comparison between the results of numerical runs and experimental data of pressure head oscillations in transient cavitating pipe flows shows that the errors on maximum head oscillations of 2D model are generally greatly reduced with respect to those of the 1D model. As expected, the quasi-steady 1D model does not adequately represent the experimental data, with exception of the first maximum oscillations, whereas the 2D model allows for a better evaluation of the observed energy dissipation. In some cases, the 2D model does not estimate properly the experimental phase. This is probably due to the simplifying hypotheses, namely the neglecting of the convective terms, and it is influenced also by the release of dissolved gas, which can be important when the duration of presence of vapor increases. The 2D model also reproduces the observed experimental spikes better than the 1D model.
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      Analysis of Transient Vaporous Cavitation in Pipes by a Distributed 2D Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/64706
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    contributor authorGiuseppe Pezzinga
    contributor authorDonatella Cannizzaro
    date accessioned2017-05-08T21:52:03Z
    date available2017-05-08T21:52:03Z
    date copyrightJune 2014
    date issued2014
    identifier other%28asce%29hz%2E1944-8376%2E0000033.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64706
    description abstractThe features of an axial-symmetric two-dimensional (2D) model in a transient cavitating pipe flow are investigated. A distributed vaporous cavitation model is proposed, based on the mass and momentum balance equations for a liquid-vapor mixture. A conservation form of the continuity equation allows a simple numerical solution. Both one-dimensional (1D) and 2D models are considered to quantify the effect of friction in the simulation of experimental data. The axial-symmetric 2D model allows the evaluation of the velocity profile and a more accurate estimate of the wall shear stress. The comparison between the results of numerical runs and experimental data of pressure head oscillations in transient cavitating pipe flows shows that the errors on maximum head oscillations of 2D model are generally greatly reduced with respect to those of the 1D model. As expected, the quasi-steady 1D model does not adequately represent the experimental data, with exception of the first maximum oscillations, whereas the 2D model allows for a better evaluation of the observed energy dissipation. In some cases, the 2D model does not estimate properly the experimental phase. This is probably due to the simplifying hypotheses, namely the neglecting of the convective terms, and it is influenced also by the release of dissolved gas, which can be important when the duration of presence of vapor increases. The 2D model also reproduces the observed experimental spikes better than the 1D model.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Transient Vaporous Cavitation in Pipes by a Distributed 2D Model
    typeJournal Paper
    journal volume140
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000840
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    contenttypeFulltext
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