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    Simple Internal Waves and Bores

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    J. Bühler
    DOI: 10.1061/(ASCE)0733-9429(1994)120:5(638)
    Publisher: American Society of Civil Engineers
    Abstract: A simple surface wave develops, for example, after a dam break in a reservoir, or when water is suddenly withdrawn from one end of a long open channel. The present contribution is on simple internal waves, which can develop at the thermocline of a stratified reservoir when a sudden change of the inflow rate occurs due to man‐made or natural causes. Use is made of the fact that the interface along a simple wave advances with the local long‐wave speed, and of flow continuity. General analytical solutions for the velocity difference between the upper and lower layers along simple waves, and for their shape, are derived for Boussinesq flows. Also, the conditions are outlined under which a simple wave becomes unstable, and an internal bore develops. An example is provided for the shape and extent of a simple wave, which is due to a sudden dense inflow into a stratified reservoir. Such a wave is stable.
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      Simple Internal Waves and Bores

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    contributor authorJ. Bühler
    date accessioned2017-05-08T20:42:04Z
    date available2017-05-08T20:42:04Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-9429%281994%29120%3A5%28638%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23977
    description abstractA simple surface wave develops, for example, after a dam break in a reservoir, or when water is suddenly withdrawn from one end of a long open channel. The present contribution is on simple internal waves, which can develop at the thermocline of a stratified reservoir when a sudden change of the inflow rate occurs due to man‐made or natural causes. Use is made of the fact that the interface along a simple wave advances with the local long‐wave speed, and of flow continuity. General analytical solutions for the velocity difference between the upper and lower layers along simple waves, and for their shape, are derived for Boussinesq flows. Also, the conditions are outlined under which a simple wave becomes unstable, and an internal bore develops. An example is provided for the shape and extent of a simple wave, which is due to a sudden dense inflow into a stratified reservoir. Such a wave is stable.
    publisherAmerican Society of Civil Engineers
    titleSimple Internal Waves and Bores
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1994)120:5(638)
    treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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