| Issue |
2011
|
|
|---|---|---|
| Article Number | 12006 | |
| Number of page(s) | 7 | |
| Section | Session 12 – Technologies and tools for coastal adaptation | |
| DOI | https://doi.org/10.1051/litt/201112006 | |
| Published online | 09 May 2011 | |
Comparison of sediment transport formulae with monthly 2DH simulation on a sandy beach and on a beach with noneroded sea bed zone
LEGI BP 53 38041 Grenoble, France
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Abstract
This paper discusses the abilities of numerical models to predict the morphodynamics over loose and rigid beds. In the first part the sediment transport model is presented which solves the bed evolution equation in conjunction with sediment transport formulas. The flow field and the water depth are calculated using the depth-averaged hydrodynamic model TELEMAC-2D developed by Électricité de France
Key words: large scale features / nearshore region / morphological evolution / Sediment transport / numerical simulation 2DH and Multi1DH model
© Owned by the authors, published by EDP Sciences, 2011