Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5765268 | Estuarine, Coastal and Shelf Science | 2017 | 13 Pages |
Abstract
Special attention is devoted to the bottom shear stress (BSS) for different values of the bottom roughness parameter (for gravels, sands and silts), and to the bottom salinity. Concerning BSS, it presents a maximum near the shoreline and decreases along transects perpendicular to the shoreline. There exists a zone, parallel to the shoreline, where BSS presents a minimum (close to zero). When comparing the BSS value at the four replanting areas with the critical value, BSScr, at which the sediment mobility would occur, we see that for the smaller roughness values (ranging from z0Â =Â 3.5Â ÃÂ 10â4Â mm, to 3.5Â ÃÂ 10â2Â mm) BSS largely surpasses this critical value. For a N-NW wind speed of 40Â km/h (which is blowing for around 100 days per year), BSS still largely surpasses BSScr - at least for the silt sediments (ranging from z0Â =Â 3.5Â ÃÂ 10â4Â mm, to 3.5Â ÃÂ 10â3Â mm). This confirms the possibility that the coastal jet could generate sediment mobility which could have a negative impact for SAV replanting.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geology
Authors
E. Alekseenko, B. Roux, D. Fougere, P.G. Chen,