The Impact of Wind on Flow and Sediment Transport over Intertidal Flats

被引:23
|
作者
Colosimo, Irene [1 ]
de Vet, Paul L. M. [1 ,2 ]
van Maren, Dirk S. [1 ,2 ]
Reniers, Ad J. H. M. [1 ]
Winterwerp, Johan C. [1 ]
van Prooijen, Bram C. [1 ]
机构
[1] Delft Univ Technol, Civil Engn & Geosci, Stevinweg 1, NL-2624 CN Delft, Netherlands
[2] Deltares, Boussinesqweg 1,POB 177, NL-2600 MH Delft, Netherlands
关键词
tide-wind interaction; wind-driven flow; sediment transport; intertidal flats; suspended sediment fluxes; sediment storage; SUSPENDED SEDIMENT; FIELD INVESTIGATIONS; STRESS COEFFICIENTS; SHEAR-STRESS; SEA-SURFACE; WAVES; MUDFLAT; FLUXES; VARIABILITY; CIRCULATION;
D O I
10.3390/jmse8110910
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Sediment transport over intertidal flats is driven by a combination of waves, tides, and wind-driven flow. In this study we aimed at identifying and quantifying the interactions between these processes. A five week long dataset consisting of flow velocities, waves, water depths, suspended sediment concentrations, and bed level changes was collected at two locations across a tidal flat in the Wadden Sea (The Netherlands). A momentum balance was evaluated, based on field data, for windy and non-windy conditions. The results show that wind speed and direction have large impacts on the net flow, and that even moderate wind can reverse the tidal flow. A simple analytical tide-wind interaction model shows that the wind-induced reversal can be predicted as a function of tidal flow amplitude and wind forcing. Asymmetries in sediment transport are not only related to the tide-wind interaction, but also to the intratidal asymmetries in sediment concentration. These asymmetries are influenced by wind-induced circulation interacting with the large scale topography. An analysis of the shear stresses induced by waves and currents revealed the relative contributions of local processes (resuspension) and large-scale processes (advection) at different tidal flat elevations.
引用
收藏
页码:1 / 26
页数:26
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