Four-Year Performance and Associated Controlling Factors of Several Beach Nourishment Projects along Three Adjacent Barrier Islands, West-Central Florida, USA

Document Type

Article

Publication Date

12-2012

Keywords

beach nourishment, longshore sediment transport, cross-shore sediment transport, beach profiles, beach morphodynamics, barrier island beaches

Digital Object Identifier (DOI)

https://doi.org/10.1016/j.coastaleng.2012.06.003

Abstract

To quantify the performance of several beach nourishment projects on three adjacent barrier islands located in west-central Florida, a total of 5200 beach and nearshore-profiles spaced at 300 m were surveyed monthly to bi-monthly from 2006 to 2010. Beach nourishment performance at annual temporal and kilometer spatial scales within the microtidal low-wave energy barrier island coast is most significantly influenced by the interruption of longshore sediment transport by complex tidal-inlet processes. The inlet processes directly influencing adjacent beach nourishment performance include longshore transport interruption resulting from divergence induced by wave refraction over an ebb-tidal shoal, flood-tidal currents along the beach, and total littoral blockage by structured inlets. Secondary factors controlling the nourishment performance include project length and width, shoreline orientation, and antecedent geology. A morphologic indicator of a large longshore transport gradient within the study area is the absence of a nearshore sandbar. These non-barred beaches are characterized by persistent shoreline erosion. The presence of a sandbar indicates the dominance of cross-shore processes, with bar migration in response to wave condition variations and a relatively stable shoreline. The entirety of a barrier island system should be considered when evaluating the performance of a nourishment.

Was this content written or created while at USF?

Yes

Citation / Publisher Attribution

Coastal Engineering, v. 70, p. 21-39

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