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Journal Article

Citation

Aagaard T, Greenwood B, Nielsen J. Marine Geology 1997; 140(1-2): 25-45.

Copyright

(Copyright © 1997)

DOI

10.1016/S0025-3227(97)00025-X

PMID

unavailable

Abstract

Measurements of hydrodynamics and suspended sediment transport were carried out along a cross-shore transect in a rip channel. A tidally induced threshold for rip flow initiation was found; this threshold depended upon the degree of wave energy dissipation and could be identified through a critical value of the ratio of significant wave height to water depth (γs) in the rip neck. With normally incident waves, rip current velocities were well correlated with velocities predicted from a simple model involving the onshore mass transport in asymmetric breaking waves crossing the bar. Hydrodynamics and sediment transport were tidally modulated with strong offshore directed rip currents and associated offshore sediment transport due to the mean flow at low tide. At high tide when the rip was inactive, the tendency was for weak onshore directed mean flows and/or oscillatory incident waves transporting smaller amounts of sediment landward. The net result was a gradual lowering of the topographic relief along the rip channel with net deposition seaward of the rip. Outside the surf zone, transport was mainly landward due to oscillatory incident waves.

Keywords: Drowning; Drowning Prevention; Water Safety

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