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    Field Measurements of Tug Waves in the Cagliari Harbor, Italy

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author:
    Andrea Atzeni
    ,
    Andrea Sulis
    DOI: 10.1061/(ASCE)WW.1943-5460.0000101
    Publisher: American Society of Civil Engineers
    Abstract: Field measurements of ship-generated waves were performed in the Cagliari Harbor where tugboats are significant wave generators that can adversely affect small-sized moored vessels. A method is proposed in which the major characteristics of the ship-generated waves in areas where wind waves and swell occur can be assessed and presented. The requirements and limitations of the method are also discussed. The results of the method application to field data were compared to an extensively used empirical equation from the literature for the prediction of the maximum wave height generated by tug passages. Although this comparison was affected by the uncertainties in the formation and propagation of ship-generated waves, it confirmed the practical validity of the proposed method.
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      Field Measurements of Tug Waves in the Cagliari Harbor, Italy

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70380
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAndrea Atzeni
    contributor authorAndrea Sulis
    date accessioned2017-05-08T22:04:07Z
    date available2017-05-08T22:04:07Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29ww%2E1943-5460%2E0000148.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70380
    description abstractField measurements of ship-generated waves were performed in the Cagliari Harbor where tugboats are significant wave generators that can adversely affect small-sized moored vessels. A method is proposed in which the major characteristics of the ship-generated waves in areas where wind waves and swell occur can be assessed and presented. The requirements and limitations of the method are also discussed. The results of the method application to field data were compared to an extensively used empirical equation from the literature for the prediction of the maximum wave height generated by tug passages. Although this comparison was affected by the uncertainties in the formation and propagation of ship-generated waves, it confirmed the practical validity of the proposed method.
    publisherAmerican Society of Civil Engineers
    titleField Measurements of Tug Waves in the Cagliari Harbor, Italy
    typeJournal Paper
    journal volume138
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000101
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 001
    contenttypeFulltext
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