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    Case Study: Promoting the Stability of the Óbidos Lagoon Inlet

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author:
    André B. Fortunato
    ,
    Anabela Oliveira
    DOI: 10.1061/(ASCE)0733-9429(2007)133:7(816)
    Publisher: American Society of Civil Engineers
    Abstract: The stabilization of tidal inlets by jetties interrupts the littoral drift and has negative visual impacts. This paper proposes an innovative solution to improve the stability of a tidal inlet (the Óbidos Lagoon, Portugal) and minimize maintenance dredging, while avoiding the disadvantages of the traditional solution. The new solution has two key features. First, transverse channels are dredged over the tidal flats to promote ebb dominance, thereby improving the ability of the lagoon to flush out incoming sediments. Second, a partially submerged guiding wall near the southern shoreline, together with the existing guiding wall in the northern shore, prevents the movement of the inlet channel and concentrates the ebb flow in the channel. Analyses with empirical, numerical, and analytical models indicate that the solution improves the stability of the tidal inlet and reduces the accretion in the system.
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      Case Study: Promoting the Stability of the Óbidos Lagoon Inlet

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26326
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    contributor authorAndré B. Fortunato
    contributor authorAnabela Oliveira
    date accessioned2017-05-08T20:45:51Z
    date available2017-05-08T20:45:51Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A7%28816%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26326
    description abstractThe stabilization of tidal inlets by jetties interrupts the littoral drift and has negative visual impacts. This paper proposes an innovative solution to improve the stability of a tidal inlet (the Óbidos Lagoon, Portugal) and minimize maintenance dredging, while avoiding the disadvantages of the traditional solution. The new solution has two key features. First, transverse channels are dredged over the tidal flats to promote ebb dominance, thereby improving the ability of the lagoon to flush out incoming sediments. Second, a partially submerged guiding wall near the southern shoreline, together with the existing guiding wall in the northern shore, prevents the movement of the inlet channel and concentrates the ebb flow in the channel. Analyses with empirical, numerical, and analytical models indicate that the solution improves the stability of the tidal inlet and reduces the accretion in the system.
    publisherAmerican Society of Civil Engineers
    titleCase Study: Promoting the Stability of the Óbidos Lagoon Inlet
    typeJournal Paper
    journal volume133
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:7(816)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 007
    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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