The modelling of sandwave evolution resulting from suspended and bed load transport of sediment
- 1 May 1990
- journal article
- research article
- Published by Taylor & Francis in Journal of Hydraulic Research
- Vol. 28 (3) , 355-374
- https://doi.org/10.1080/00221689009499075
Abstract
A numerical model is used to determine changes in the bed morphology resulting from the bed load and suspended transport of sand. The ability of the model to predict mean and turbulent quantities and the suspended transport of sand is assessed by appeal to laboratory flume experiments and field observations. The model is then applied to investigate changes that may be expected to occur in an initial bedform corresponding to asymmetrical sandwaves characteristic of those found in the coastal and estuarine environment. It is found that suspended transport may frequently dominate over bed load transport in producing changes in the bedform structure. The predicted evolution of the bedform is reasonably consistent with observations made of sediment fluxes and sandwave migration in the Taw Estuary, England.Keywords
This publication has 11 references indexed in Scilit:
- Applications of Sediment Pick‐Up FunctionJournal of Hydraulic Engineering, 1986
- A Model for Flow Over Two‐Dimensional Bed FormsJournal of Hydraulic Engineering, 1986
- Sediment Transport, Part II: Suspended Load TransportJournal of Hydraulic Engineering, 1984
- Sediment Pick‐Up FunctionsJournal of Hydraulic Engineering, 1984
- Chapter 6 A Numerical Model of Shallow-Water Flow Over TopographyPublished by Elsevier ,1983
- Sediment Ripples and DunesAnnual Review of Fluid Mechanics, 1982
- The formation of ripples and dunes on an erodible bedJournal of Fluid Mechanics, 1980
- Unsteady flow in straight alluvial streams: modification of individual dunesJournal of Fluid Mechanics, 1979
- The Formation of Sediment Ripples, Dunes, and AntidunesAnnual Review of Fluid Mechanics, 1969
- Bed forms in alluvial channelsJournal of Fluid Mechanics, 1966