P.W.J.M Willemsen
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1
Saltmarshes provide many vital ecosystem services, like wave dampening and carbon sequestration. These services are under pressure since saltmarshes are eroding worldwide. The erosion mechanics of saltmarshes are not well understood, especially during extreme storm conditions. Full-scale flume experiments were conducted on a real-life transplanted Dutch Wadden sea saltmarsh with a common brushwood dam protecting the marsh edge, to test the erosion resistance during extreme wave conditions. Little erosion occurred on the marsh platform during 40 h of exposure to various wave conditions, with most of the significant erosion occurring at the seaward edge of the marsh. Erosion was initiated by damaging and uprooting of the vegetation, exposing the substrate and leading to gradual erosion. Uprooting events frequency and erosion rates were higher during high wave conditions and water depths (Hm0 = 2 m and dm = 4 m). The brushwood dam did not protect the saltmarsh from eroding at the cliff. Our results demonstrate the erosion mechanics under extreme storms conditions and that uprooting may lead to instability of the saltmarsh on long-term.
Modeling Decadal Salt Marsh Development
Variability of the Salt Marsh Edge Under Influence of Waves and Sediment Availability
Salt marshes can contribute to coastal protection, but the magnitude of the protection depends on the width of the marsh. The cross-shore width of the marsh is to a large extent determined by the delicate balance between seaward expansion and landward retreat. The influence of the magnitude of daily occurring mild weather conditions and sediment availability on the variability of salt marsh width has not been systematically assessed. This paper investigates how the magnitude of homogeneous hydrodynamic forcing, combined with sediment availability, affects the biophysical development, and more specifically retreat and expansion of salt marshes. The dynamic extent of the salt marsh is assessed by modeling online-coupled hydrodynamics, morphodynamics and vegetation growth using the numerical Delft3D-Flexible Mesh model, and a vegetation growth module. Simulated patterns around the salt marsh edge resembled field observations, as well as the simulated temporal variability of the lateral position of the salt marsh edge. In the model, the salt marsh extended seaward at low wave forcing (0.00 m; 0.05 m), and retreated landward at higher wave forcing (0.10 m; 0.15 m). With increasing physical stress, the salt marsh edge was found at lower elevations, indicating an unhealthy system with a retreating marsh edge due to vegetation mortality, whereas decreasing physical stresses result in a higher salt marsh edge, enabling expansion. This balance suggests the importance of response time of vegetation to physical stress. Yet, the salt marsh forced with higher waves was able to switch from a retreating extent retrogradational to an expansional behavior as sediment supply increased.
Quantifying Bed Level Change at the Transition of Tidal Flat and Salt Marsh
Can We Understand the Lateral Location of the Marsh Edge?
Bed level dynamics at the interface of the salt marsh and tidal flat have been highlighted as a key factor connecting the long-term biogeomorphological development of the marsh to large-scale physical forcing. Hence, we aim to obtain insight into the factors confining the location of the marsh edge (i.e., boundary between tidal flat and salt marsh). A unique data set was collected, containing measurements of daily bed level changes (i.e., integrative result of physical forcing and sediment properties) at six intertidal transects in the North Sea area. Moreover, various biophysical parameters were measured, such as sediment characteristics, waves, inundation time, and chlorophyll-a levels. The data show that both bed level change and waves decreased from the lower intertidal flat toward the marsh edge and further diminished inside the marsh. However, no direct general relation was found between waves and bed level change. Bed level change inside the marsh was always small, regardless of wave energy. By combining the data sets, we demonstrate that the location of the lower marsh edge is restricted by two interacting factors: inundation time and bed level change. For vegetation establishment to withstand longer inundation stress, which slows down plant growth, more stable bed levels are required so that plants are not heavily disturbed. Conversely, to withstand more dynamic bed levels that disturbs plant growth, lower inundation stress is needed, so that plants grow fast enough to recover from the stress. The results suggest that bed level change is important in determining the position of the marsh edge.