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    Influence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Cristiana Di Cristo
    ,
    Michele Iervolino
    ,
    Andrea Vacca
    ,
    Barbara Zanuttigh
    DOI: 10.1061/(ASCE)HY.1943-7900.0000139
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the influence of the resistance coefficient variability onto the spatial development of roll-waves. Two models, based on time-asymptotic solutions of the linearized St. Venant equations, subject to either impulsive or oscillating perturbation, have been modified by including the dependence of the resistance coefficient on flow conditions, wall roughness, and fluid viscosity. Independently of the perturbation type, it has been shown that the hypothesis of constant resistance coefficient leads to underestimate the disturbance spatial growth. Theoretical predictions are finally compared with results of a fully nonlinear model and with literature experimental data for several combinations of Froude and Reynolds numbers and relative roughness values. The representation of variability of the resistance coefficient fundamentally improves the performance of minimum channel length criteria, whereas its neglect may lead to noncautious channel design.
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      Influence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63969
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    contributor authorCristiana Di Cristo
    contributor authorMichele Iervolino
    contributor authorAndrea Vacca
    contributor authorBarbara Zanuttigh
    date accessioned2017-05-08T21:50:41Z
    date available2017-05-08T21:50:41Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000163.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63969
    description abstractThe paper investigates the influence of the resistance coefficient variability onto the spatial development of roll-waves. Two models, based on time-asymptotic solutions of the linearized St. Venant equations, subject to either impulsive or oscillating perturbation, have been modified by including the dependence of the resistance coefficient on flow conditions, wall roughness, and fluid viscosity. Independently of the perturbation type, it has been shown that the hypothesis of constant resistance coefficient leads to underestimate the disturbance spatial growth. Theoretical predictions are finally compared with results of a fully nonlinear model and with literature experimental data for several combinations of Froude and Reynolds numbers and relative roughness values. The representation of variability of the resistance coefficient fundamentally improves the performance of minimum channel length criteria, whereas its neglect may lead to noncautious channel design.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000139
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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