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    Investigation of Turbulent Flow over Dunes

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author:
    Cesar Mendoza
    ,
    Hsieh Wen Shen
    DOI: 10.1061/(ASCE)0733-9429(1990)116:4(459)
    Publisher: American Society of Civil Engineers
    Abstract: The turbulent‐flow field above dunes is predicted with equations describing the transport of the kinetic energy of turbulence (k) its rate of dissipation (ε), and algebraic relations derived from a second‐moment turbulence closure (Algebraic Stress Model). The resulting set of expressions jointly with the identified boundary conditions are solved with a computer code based on a finite‐difference solution that uses the PISO algorithm to handle the coupling between the continuity and momentum equations to obtain mean velocity and turbulent‐stress profiles in the flow field, turbulent kinetic energy, and pressure and shear stress distributions over the dune surface. Estimates of flow resistance are obtained by integrating the pressure and shear stress distributions acting on the dune surface. Predictions compared well with detailed data of experiments on turbulent open‐channel flow over dunes and with experimental data of total flow resistance.
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      Investigation of Turbulent Flow over Dunes

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    contributor authorCesar Mendoza
    contributor authorHsieh Wen Shen
    date accessioned2017-05-08T20:40:52Z
    date available2017-05-08T20:40:52Z
    date copyrightApril 1990
    date issued1990
    identifier other%28asce%290733-9429%281990%29116%3A4%28459%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23319
    description abstractThe turbulent‐flow field above dunes is predicted with equations describing the transport of the kinetic energy of turbulence (k) its rate of dissipation (ε), and algebraic relations derived from a second‐moment turbulence closure (Algebraic Stress Model). The resulting set of expressions jointly with the identified boundary conditions are solved with a computer code based on a finite‐difference solution that uses the PISO algorithm to handle the coupling between the continuity and momentum equations to obtain mean velocity and turbulent‐stress profiles in the flow field, turbulent kinetic energy, and pressure and shear stress distributions over the dune surface. Estimates of flow resistance are obtained by integrating the pressure and shear stress distributions acting on the dune surface. Predictions compared well with detailed data of experiments on turbulent open‐channel flow over dunes and with experimental data of total flow resistance.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Turbulent Flow over Dunes
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1990)116:4(459)
    treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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