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    Infragravity Waves at a Dissipative Shore with Multiple Bars: Recent Evidence

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author:
    Piotr Szmytkiewicz
    ,
    Grzegorz Różyński
    DOI: 10.1061/(ASCE)WW.1943-5460.0000344
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents more precise evidence on the existence of infragravity waves at a dissipative coastal segment of the Baltic Sea in Poland. The waves were identified with recorded water levels from four gauges in close shoreline proximity, and detailed analyses focused on the output and patterns obtained through the use of discrete wavelet transform (DWT) and cross-correlation functions. As a result, two infragravity waves could be identified: a progressive wave with a period of 34 s, wavelength of 96 m, and a modal number (n = 2); and a standing wave with a period of 130 s, and a wavelength of 252 m, and a modal number (n = 0). The combination of DWT and traditional cross-correlation analysis can serve as a universal tool for nearshore hydrodynamic investigations. Also, this methodology can be applied by extending instrumentation and placing two more wave gauges to form a line of five devices; this potential follow-up research should determine the wavelengths and modal numbers with more precision. This study provides the spatial scales needed to place such additional devices.
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      Infragravity Waves at a Dissipative Shore with Multiple Bars: Recent Evidence

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4240663
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    contributor authorPiotr Szmytkiewicz
    contributor authorGrzegorz Różyński
    date accessioned2017-12-16T09:15:50Z
    date available2017-12-16T09:15:50Z
    date issued2016
    identifier other%28ASCE%29WW.1943-5460.0000344.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240663
    description abstractThis paper presents more precise evidence on the existence of infragravity waves at a dissipative coastal segment of the Baltic Sea in Poland. The waves were identified with recorded water levels from four gauges in close shoreline proximity, and detailed analyses focused on the output and patterns obtained through the use of discrete wavelet transform (DWT) and cross-correlation functions. As a result, two infragravity waves could be identified: a progressive wave with a period of 34 s, wavelength of 96 m, and a modal number (n = 2); and a standing wave with a period of 130 s, and a wavelength of 252 m, and a modal number (n = 0). The combination of DWT and traditional cross-correlation analysis can serve as a universal tool for nearshore hydrodynamic investigations. Also, this methodology can be applied by extending instrumentation and placing two more wave gauges to form a line of five devices; this potential follow-up research should determine the wavelengths and modal numbers with more precision. This study provides the spatial scales needed to place such additional devices.
    publisherAmerican Society of Civil Engineers
    titleInfragravity Waves at a Dissipative Shore with Multiple Bars: Recent Evidence
    typeJournal Paper
    journal volume142
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000344
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 005
    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
    yabeshDSpacePersian