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    Double-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: Applications

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author:
    Vladimir Nikora
    ,
    Stephen McLean
    ,
    Stephen Coleman
    ,
    Dubravka Pokrajac
    ,
    Ian McEwan
    ,
    Lorna Campbell
    ,
    Jochen Aberle
    ,
    Dougal Clunie
    ,
    Katinka Koll
    DOI: 10.1061/(ASCE)0733-9429(2007)133:8(884)
    Publisher: American Society of Civil Engineers
    Abstract: The paper briefly outlines the double-averaging methodology for studying environmental rough-bed flows. It focuses on the applications of this methodology in environmental hydraulics by providing several examples illustrating advantages of this methodology over conventional approaches. Examples include: (1) identification of specific flow layers and flow types; (2) vertical distribution of the double-averaged velocity between the roughness tops and troughs; (3) vertical distribution of momentum fluxes and sinks for typical roughness types due to turbulence, mean flow heterogeneity, secondary currents, form drag, and viscous drag; (4) estimates of form-induced (dispersive) stresses and evaluation of their structure using quadrant analysis; and (5) closure development for mass-transfer-uptake processes for stream periphyton. These examples illustrate the advantages of the double-averaging methodology over conventional approaches as well as highlight its potential for studying flows over very rough beds, highly mobile beds, permeable beds, and surface–subsurface exchanges of mass, heat, and momentum. This methodology may also significantly improve research tools for studying a wide range of flow–biota interaction phenomena such as those related to aquatic plants, mussel communities, biofilms, and many others.
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      Double-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26334
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    contributor authorVladimir Nikora
    contributor authorStephen McLean
    contributor authorStephen Coleman
    contributor authorDubravka Pokrajac
    contributor authorIan McEwan
    contributor authorLorna Campbell
    contributor authorJochen Aberle
    contributor authorDougal Clunie
    contributor authorKatinka Koll
    date accessioned2017-05-08T20:45:52Z
    date available2017-05-08T20:45:52Z
    date copyrightAugust 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A8%28884%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26334
    description abstractThe paper briefly outlines the double-averaging methodology for studying environmental rough-bed flows. It focuses on the applications of this methodology in environmental hydraulics by providing several examples illustrating advantages of this methodology over conventional approaches. Examples include: (1) identification of specific flow layers and flow types; (2) vertical distribution of the double-averaged velocity between the roughness tops and troughs; (3) vertical distribution of momentum fluxes and sinks for typical roughness types due to turbulence, mean flow heterogeneity, secondary currents, form drag, and viscous drag; (4) estimates of form-induced (dispersive) stresses and evaluation of their structure using quadrant analysis; and (5) closure development for mass-transfer-uptake processes for stream periphyton. These examples illustrate the advantages of the double-averaging methodology over conventional approaches as well as highlight its potential for studying flows over very rough beds, highly mobile beds, permeable beds, and surface–subsurface exchanges of mass, heat, and momentum. This methodology may also significantly improve research tools for studying a wide range of flow–biota interaction phenomena such as those related to aquatic plants, mussel communities, biofilms, and many others.
    publisherAmerican Society of Civil Engineers
    titleDouble-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: Applications
    typeJournal Paper
    journal volume133
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:8(884)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    contenttypeFulltext
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