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    One-Dimensional Study on Propagation of Tsunami Wave in River Channels

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author:
    Hiroyasu Yasuda
    DOI: 10.1061/(ASCE)HY.1943-7900.0000150
    Publisher: American Society of Civil Engineers
    Abstract: A study of one-dimensional tsunami propagation up river channels is presented. Laboratory experiments were conducted to examine the wave propagation characteristics and provide data for validating a numerical model. The validated numerical model, employing a Boussinesq-type equation was applied to the Tokachi-oki Earthquake tsunami which occurred on September 2003 in Hokkaido, Japan. The computational results of arrival time and water level at each wave gauge agree well with the observed data.
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      One-Dimensional Study on Propagation of Tsunami Wave in River Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63980
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    contributor authorHiroyasu Yasuda
    date accessioned2017-05-08T21:50:41Z
    date available2017-05-08T21:50:41Z
    date copyrightFebruary 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000177.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63980
    description abstractA study of one-dimensional tsunami propagation up river channels is presented. Laboratory experiments were conducted to examine the wave propagation characteristics and provide data for validating a numerical model. The validated numerical model, employing a Boussinesq-type equation was applied to the Tokachi-oki Earthquake tsunami which occurred on September 2003 in Hokkaido, Japan. The computational results of arrival time and water level at each wave gauge agree well with the observed data.
    publisherAmerican Society of Civil Engineers
    titleOne-Dimensional Study on Propagation of Tsunami Wave in River Channels
    typeJournal Paper
    journal volume136
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000150
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 002
    contenttypeFulltext
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