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    Internal Lee Waves in Turbulent Two‐Layer Flow

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author:
    C. Kranenburg
    ,
    J. D. Pietrzak
    DOI: 10.1061/(ASCE)0733-9429(1989)115:10(1352)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model and laboratory experiments are described that deal with two‐layer flow over small‐scale bottom topography in relatively shallow, (partially) stratified estuaries. The mathematical model is based on Boussinesq‐type equations, which in an approximate way account for vertical accelerations, and assumes quasi‐steady flow. The analysis includes the effect of turbulent friction at bottom and sidewalls. In the experiments the positions of the interface, horizontal velocities, and turbulence intensities are measured. An increase in turbulence level downstream of the obstacle is observed, and a fair agreement with predicted lee‐wave amplitudes, wavelengths, and wave damping is obtained.
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      Internal Lee Waves in Turbulent Two‐Layer Flow

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    contributor authorC. Kranenburg
    contributor authorJ. D. Pietrzak
    date accessioned2017-05-08T20:40:21Z
    date available2017-05-08T20:40:21Z
    date copyrightOctober 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A10%281352%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23062
    description abstractA mathematical model and laboratory experiments are described that deal with two‐layer flow over small‐scale bottom topography in relatively shallow, (partially) stratified estuaries. The mathematical model is based on Boussinesq‐type equations, which in an approximate way account for vertical accelerations, and assumes quasi‐steady flow. The analysis includes the effect of turbulent friction at bottom and sidewalls. In the experiments the positions of the interface, horizontal velocities, and turbulence intensities are measured. An increase in turbulence level downstream of the obstacle is observed, and a fair agreement with predicted lee‐wave amplitudes, wavelengths, and wave damping is obtained.
    publisherAmerican Society of Civil Engineers
    titleInternal Lee Waves in Turbulent Two‐Layer Flow
    typeJournal Paper
    journal volume115
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:10(1352)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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