2002
DOI: 10.1016/s0965-9978(01)00045-x
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Near-shore sediment dynamics computation under the combined effects of waves and currents

Abstract: An integrated computational structure for non-cohesive sediment-transport and bed-level changes in near-shore regions has been developed. It is basically composed of: (1) three hydrodynamic sub-models; (2) a dynamic equation for the sediment transport (of the Bailardtype); and (3) an extended sediment balance equation. A shallow-water approximation, or Saint-Venant-type model, is utilized for the computation and up-to-date ®eld currents, initially and after each characteristic computational period. A Berkhoff-… Show more

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Cited by 18 publications
(1 citation statement)
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“…In a rather different study related to sediment dynamics, the Tagus estuary mouth was used as a "real-world" application to test a non-cohesive sediment transport model and bed-level change in near-shore regions [59]. The aim of this study was to assess the effect of waves and currents at the Bugio lighthouse island (located near the mouth of the estuary), highlighting possible changes of erosion/accretion patterns in the region.…”
Section: The 2000smentioning
confidence: 99%
“…In a rather different study related to sediment dynamics, the Tagus estuary mouth was used as a "real-world" application to test a non-cohesive sediment transport model and bed-level change in near-shore regions [59]. The aim of this study was to assess the effect of waves and currents at the Bugio lighthouse island (located near the mouth of the estuary), highlighting possible changes of erosion/accretion patterns in the region.…”
Section: The 2000smentioning
confidence: 99%