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    A Coastal Defense Work Plan 40 Years Later: Review and Evaluation of the Espinho Case Study in Portugal

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 005::page 05022004
    Author:
    Soraia Teixeira Canelas
    ,
    Francisco Sancho
    ,
    António Trigo-Teixeira
    DOI: 10.1061/(ASCE)WW.1943-5460.0000712
    Publisher: ASCE
    Abstract: In the 1980s, a coastal defense plan was prepared for a 110-km long stretch of the northwest Portuguese coast, from the Leixões harbor to Cape Mondego. This paper revisits the plan for the location of the Espinho beach and compares the original plan predictions with the postconstruction evolution. In addition, coastal evolution prediction is reassessed with present-day models: the one-line model LITMOD and the parabolic model (using the Mepbay software) for headland-bay beaches. In reality, one-line evolution models give overall good predictions when applied to domains of the order of 10 km, whereas empirical equilibrium-beach models are better in predicting coastal configurations close to structures in headland-bay situations. The main conclusion is that the Espinho beach is in a dynamic equilibrium, fluctuating over time but still maintaining its average position, which is in agreement with the original project predictions of the 1980s.
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      A Coastal Defense Work Plan 40 Years Later: Review and Evaluation of the Espinho Case Study in Portugal

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4286797
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSoraia Teixeira Canelas
    contributor authorFrancisco Sancho
    contributor authorAntónio Trigo-Teixeira
    date accessioned2022-08-18T12:33:05Z
    date available2022-08-18T12:33:05Z
    date issued2022/05/19
    identifier other%28ASCE%29WW.1943-5460.0000712.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286797
    description abstractIn the 1980s, a coastal defense plan was prepared for a 110-km long stretch of the northwest Portuguese coast, from the Leixões harbor to Cape Mondego. This paper revisits the plan for the location of the Espinho beach and compares the original plan predictions with the postconstruction evolution. In addition, coastal evolution prediction is reassessed with present-day models: the one-line model LITMOD and the parabolic model (using the Mepbay software) for headland-bay beaches. In reality, one-line evolution models give overall good predictions when applied to domains of the order of 10 km, whereas empirical equilibrium-beach models are better in predicting coastal configurations close to structures in headland-bay situations. The main conclusion is that the Espinho beach is in a dynamic equilibrium, fluctuating over time but still maintaining its average position, which is in agreement with the original project predictions of the 1980s.
    publisherASCE
    titleA Coastal Defense Work Plan 40 Years Later: Review and Evaluation of the Espinho Case Study in Portugal
    typeJournal Article
    journal volume148
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000712
    journal fristpage05022004
    journal lastpage05022004-10
    page10
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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