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    Modeling of Water Pipeline Filling Events Accounting for Air Phase Interactions

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author:
    Bernardo C. Trindade
    ,
    Jose G. Vasconcelos
    DOI: 10.1061/(ASCE)HY.1943-7900.0000757
    Publisher: American Society of Civil Engineers
    Abstract: In order to avoid operational issues related to entrapped air in water transmission mains, water refilling procedures are often performed carefully to ensure no pockets remain in the conduits. Numerical models may be a useful tool to simulate filling events and assess whether air pockets are adequately ventilated. However, this flow simulation is not straightforward mainly because of the transition between free surface and pressurized flow regimes and the air pressurization that develops during the filling event. This paper presents a numerical and experimental investigation on the filling of water mains considering air pressurization aiming toward the development of a modeling framework. Two modeling alternatives to simulate the air phase were implemented, either assuming uniform air pressure in the air pocket or applying the Euler equations for discretized air phase calculations. Results compare fairly well to experimental data collected during this investigation and to an actual pipeline filling event.
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      Modeling of Water Pipeline Filling Events Accounting for Air Phase Interactions

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    contributor authorBernardo C. Trindade
    contributor authorJose G. Vasconcelos
    date accessioned2017-05-08T21:51:48Z
    date available2017-05-08T21:51:48Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000785.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64625
    description abstractIn order to avoid operational issues related to entrapped air in water transmission mains, water refilling procedures are often performed carefully to ensure no pockets remain in the conduits. Numerical models may be a useful tool to simulate filling events and assess whether air pockets are adequately ventilated. However, this flow simulation is not straightforward mainly because of the transition between free surface and pressurized flow regimes and the air pressurization that develops during the filling event. This paper presents a numerical and experimental investigation on the filling of water mains considering air pressurization aiming toward the development of a modeling framework. Two modeling alternatives to simulate the air phase were implemented, either assuming uniform air pressure in the air pocket or applying the Euler equations for discretized air phase calculations. Results compare fairly well to experimental data collected during this investigation and to an actual pipeline filling event.
    publisherAmerican Society of Civil Engineers
    titleModeling of Water Pipeline Filling Events Accounting for Air Phase Interactions
    typeJournal Paper
    journal volume139
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000757
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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