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contributor authorWilliam A. Birkemeier
date accessioned2017-05-08T21:08:53Z
date available2017-05-08T21:08:53Z
date copyrightMay 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A3%28598%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40458
description abstractMany coastal engineering problems require an estimate of the seaward limit of sediment transport, defined as the minimum depth at which no measurable change in water depth occurs. A procedure to estimate this limit depth was evaluated using measurements collected at the Coastal Engineering Research Center's Field Research Facility located on the Atlantic Ocean. The data consisted of measured wave characteristics and accurate repetitive nearshore surveys which extended out to a depth of 30 ft (9 m). Ten unique data points were used in the evaluation with measured limit depths ranging from 18 to 21 (3.9 to 6.4 m). These depths were overpredicted by an average of 4.6 ft (1.4 m). This difference could be reduced to 1.3 ft (0.4 m) by adjusting the coefficients in the equation. A reasonable correlation was also obtained using a simple multiple of wave height.
publisherAmerican Society of Civil Engineers
titleField Data on Seaward Limit of Profile Change
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:3(598)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
contenttypeFulltext


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