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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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