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    Hydraulic Analysis of Peak Demand in Looped Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Javier Martínez-Solano; Pedro L. Iglesias-Rey; Rafael Pérez-García; P. Amparo López-Jiménez
    Publisher: American Society of Civil Engineers
    Abstract: The work presented in the paper intends to solve the problem of analyzing a looped network taking into account the expected peak flows in the links. Usually, models are based on averaged demands based on the customers’ ...
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    Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Juan Francisco Macián-Pérez; Arnau Bayón; Rafael García-Bartual; P. Amparo López-Jiménez; Francisco José Vallés-Morán
    Publisher: ASCE
    Abstract: A classical hydraulic jump with Froude number (Fr1=6) and Reynolds number (Re1=210,000) was characterized using the computational fluid dynamics (CFD) codes OpenFOAM and FLOW-3D, whose performance was assessed. The results ...
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