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    Alternative Approach to Convolution Term of Viscoelasticity in Equations of Unsteady Pipe Flow 

    Source: Journal of Fluids Engineering:;2015:;volume( 137 ):;issue: 005:;page 54501
    Author(s): Weinerowska
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the paper, the selected aspects concerning description of viscoelastic behavior of pipe walls during unsteady flow are analyzed. The alternative convolution expression of the viscoelastic term is presented and compared ...
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    An Experimental and Numerical Analysis of Water Hammer Phenomenon in Slurries 

    Source: Journal of Fluids Engineering:;2017:;volume( 139 ):;issue: 012:;page 121301
    Author(s): Kodura; Apoloniusz;Stefanek; Paweł;Weinerowska-Bords; Katarzyna
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fine solid materials can be transported with the use of water as a carrier liquid. From the practical point of view, the economy of designing and maintenance is usually the most important factor. That way of transport has ...
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    In Situ Verification of Numerical Model of Water Hammer in Slurries 

    Source: Journal of Fluids Engineering:;2019:;volume( 141 ):;issue: 008:;page 81115
    Author(s): Kodura, Apoloniusz; Weinerowska-Bords, Katarzyna; Artichowicz, Wojciech; Kubrak, Michał; Stefanek, Paweł
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a numerical model of transient flow in a pressure slurry pipeline network with verification based on in situ measurements. The model, primarily verified in laboratory conditions, has been extended and ...
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    In Situ Verification of Numerical Model of Water Hammer in Slurries 

    Source: Journal of Fluids Engineering:;2019:;volume( 141 ):;issue: 008:;page 81115
    Author(s): Kodura, Apoloniusz; Weinerowska-Bords, Katarzyna; Artichowicz, Wojciech; Kubrak, Michał; Stefanek, Paweł
    Publisher: American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a numerical model of transient flow in a pressure slurry pipeline network with verification based on in situ measurements. The model, primarily verified in laboratory conditions, has been extended and ...
    Request PDF
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