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dc.contributor.authorRóżyński Grzegorz
dc.date.accessioned2019-02-26T07:36:08Z
dc.date.available2019-02-26T07:36:08Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WW.1943-5460.0000449.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248185
dc.description.abstractThis paper presents analyses of a coastal stability indicator, recently introduced in Poland, that was based on a nearshore sediment volume found between +2 and −6 m ordinates. This purely empirical indicator was developed on the basis of long-term observations (made between 1957 and 22) of the morphologies of emerged beaches and detailed nearshore seabed monitoring consisting of 969 cross-shore profiles spaced every 5 m that were surveyed between 24 and 26 along the entire Polish coast. It was introduced to quantify the requirements for beach nourishment and adopted as the main erosion-control instrument dictated by the Coastal Protection Act of 23. Extensive seabed monitoring provided data for determining the shoreface sediment volume and led to the conclusion that a mean sediment volume (between 2 m above and 6 m below mean sea level) in excess of 1,5 m3 was a strong indicator of a stable coast. This assumption and the implications of it are discussed. Specifically, simple theoretical considerations pointed to a possible relationship of this indicator with the mean sediment diameter, D5, which was between .2 and .22 mm, and to a general relationship between D5 and shoreface sediment volumes.
dc.publisherAmerican Society of Civil Engineers
dc.titleCritical Examination of Shoreface Sediment Volume as an Indicator of Coastal Stability in Poland
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000449
dc.page4018009
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 005
dc.contenttypeFulltext


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