Beach growth driven by intertidal sandbar welding

Conference paper (2017)

Authors

Nicholas Cohn Oregon State University

P Ruggiero Oregon State University

S. de Vries Coastal Engineering -

Gabriel García-Medina Oregon State University

Research Group

Coastal Engineering () (TU Delft)

Sediment transport Morphodynamics Intertidal sandbars Beach recovery Shoreline change

To reference this document use:

http://resolver.tudelft.nl/uuid:c939962d-1cef-4701-9840-ae005595ac47

More Info

expand_more

Published Date

2017

Language

English

Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Faculty

Civil Engineering & Geosciences

Department

Hydraulic Engineering

Research Group

Coastal Engineering

Abstract

Seasonal variability in wave conditions drive corresponding cycles of erosion and accretion along sandy beaches. Despite the fact that these oscillations are well documented at numerous sites throughout the world, the physical processes driving beach recovery remain poorly understood. Using field data from a low sloping, dissipative beach in the U.S. Pacific Northwest we show that the onshore migration of intertidal sandbars contributes to beach growth in a rapidly prograding system. Over a six week period two intertidal sandbars are shown to migrate onshore resulting in the generation of a low relief berm and local beach width increases of up to 20 m. Although significant alongshore variability of intertidal morphological change was observed, a 2.5 km stretch of coast is shown to experience beach growth as a result of intertidal bar welding.

Files

199_cohn_nicholas1.pdf

(pdf | 0.912 Mb)

Unknown license