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    Experiments on Mass Exchange between Groin Fields and Main Stream in Rivers

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Volker Weitbrecht
    ,
    Scott A. Socolofsky
    ,
    Gerhard H. Jirka
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(173)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments are presented that model the exchange processes between a river and dead-water zones created by groin fields. The measurement methods include particle image velocimetry (PIV) at the water surface to capture the dynamics of the flow field as well as planar concentration analysis (PCA) to determine the depth integrated mass fluxes of dissolved tracer. Idealized groins with variable length-to-width ratios and inclination angles relative to the flow direction are investigated. Two-dimensional large coherent structures (2DLCS) are found in the mixing layer between the groin field and the river, and these flow structures control the majority of mixing with the main stream. The PIV data allow quantification of the turbulence intensity distribution in these structures throughout the groin field and mixing region. The PCA data provide measurements of the exchange rate between the groin field and the main stream. Both methods give comparable measures of the entrainment coefficient for the exchange flow. The entrainment coefficient is found to depend on the groin field hydraulic radius (a measure of the average size of 2DLCS in the mixing layer) and the water depth (a parameter controlling the stability of the shallow water flow). These data provide a link between the exchange parameter in groin field dead zones and the river properties that can be used to efficiently develop river alarm models to predict contaminant transport without requiring a large amount of field dye studies for calibration.
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      Experiments on Mass Exchange between Groin Fields and Main Stream in Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26439
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    contributor authorVolker Weitbrecht
    contributor authorScott A. Socolofsky
    contributor authorGerhard H. Jirka
    date accessioned2017-05-08T20:45:59Z
    date available2017-05-08T20:45:59Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A2%28173%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26439
    description abstractLaboratory experiments are presented that model the exchange processes between a river and dead-water zones created by groin fields. The measurement methods include particle image velocimetry (PIV) at the water surface to capture the dynamics of the flow field as well as planar concentration analysis (PCA) to determine the depth integrated mass fluxes of dissolved tracer. Idealized groins with variable length-to-width ratios and inclination angles relative to the flow direction are investigated. Two-dimensional large coherent structures (2DLCS) are found in the mixing layer between the groin field and the river, and these flow structures control the majority of mixing with the main stream. The PIV data allow quantification of the turbulence intensity distribution in these structures throughout the groin field and mixing region. The PCA data provide measurements of the exchange rate between the groin field and the main stream. Both methods give comparable measures of the entrainment coefficient for the exchange flow. The entrainment coefficient is found to depend on the groin field hydraulic radius (a measure of the average size of 2DLCS in the mixing layer) and the water depth (a parameter controlling the stability of the shallow water flow). These data provide a link between the exchange parameter in groin field dead zones and the river properties that can be used to efficiently develop river alarm models to predict contaminant transport without requiring a large amount of field dye studies for calibration.
    publisherAmerican Society of Civil Engineers
    titleExperiments on Mass Exchange between Groin Fields and Main Stream in Rivers
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:2(173)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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