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contributor authorPing Wang
contributor authorNicholas C. Kraus
date accessioned2017-05-08T21:10:11Z
date available2017-05-08T21:10:11Z
date copyrightMay 1999
date issued1999
identifier other%28asce%290733-950x%281999%29125%3A3%28118%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41290
description abstractThe total longshore sediment transport rate in the surf zone was measured at a temporary groin installed at Indian Rocks Beach, west central Florida. Approximate mass balance between updrift accumulation and downdrift erosion, which served as an indicator of reliability, was obtained in four of the six runs, which were subjected to further analysis. Magnitudes of three of the four transport rates were considerably lower than predictions by the Coastal Engineering Research Center formula calculated based on contemporaneous measurements of the breaking waves. Error analysis indicated that the determination of the longshore wave-energy flux factor carried a 22–48% maximum uncertainty, and the measured volume-change rate carried a 22–43% uncertainty. The combined uncertainties produce a 40–90% maximum uncertainty in determination of the empirical transport coefficient
publisherAmerican Society of Civil Engineers
titleLongshore Sediment Transport Rate Measured by Short-Term Impoundment
typeJournal Paper
journal volume125
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1999)125:3(118)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 003
contenttypeFulltext


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