EGU2020-17681
https://doi.org/10.5194/egusphere-egu2020-17681
EGU General Assembly 2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.

The influence of grain size and frictional/cohesional shear strength components on UK salt marsh substrate stability

Helen Brooks1, Iris Moeller2, Tom Spencer1, and Kate Royse3
Helen Brooks et al.
  • 1University of Cambridge, Department of Geography, Cambridge, United Kingdom of Great Britain and Northern Ireland (hyb20@cam.ac.uk)
  • 2Department of Geography, Trinity College Dublin, Museum Building, Dublin 2, Ireland. (moelleri@tcd.ie)
  • 3British Geological Survey. Nottingham, UK (k.royse@bgs.ac.uk).

Salt marshes attenuate waves and currents, thus protecting landward-lying constructed defences and the hinterland from incoming waves and extreme water levels. As such, understanding the stability of the marsh sedimentary platform is important, particularly as marsh edge erosion is common on many shores. To understand why marshes are losing material from their exposed fringes, we must better understand the relations between the marsh fabric and incoming hydrodynamic energy; this is likely to be strongly influenced by marsh biological, geochemical and sedimentological/geotechnical properties. Currently there is little systematic research into the within- and between-marsh variability in these properties and how they affect both marsh edge and marsh surface erosion processes.

 

We compare Tillingham marsh, eastern England, where the sediment is clay/silt-dominated and the marsh canopy is species-rich, to Warton marsh, Morecambe Bay, NW England, where the sediment is sand/silt-dominated and the vegetation species-poor. We determine soil shear strength by applying geotechnical methods which, to the best of our knowledge, have not previously been applied to salt marsh environments. Shear box and ring shear tests are used to determine the natural- and residual (i.e. post-failure) shear strength of the substrate, respectively. This is expressed as the cohesion of the sediment and the angle of internal friction. We demonstrate that the ring shear test consistently returns a lower angle of internal friction for the substrate, which is expected for the residual angle of internal friction. However, we are also able to link this reduction in the angle of internal friction to substrate composition (e.g. root content, organic matter and particle size distribution). This enhanced methodological understanding will improve our comprehension of marsh resistance to edge erosion and thus our ability to predict future erosion. Ultimately, accurate measurements of the shear strength of natural foreshores are essential for the informed implementation of nature-based coastal flood defences, including ‘de-embankment’/‘managed realignment’ schemes.

How to cite: Brooks, H., Moeller, I., Spencer, T., and Royse, K.: The influence of grain size and frictional/cohesional shear strength components on UK salt marsh substrate stability, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17681, https://doi.org/10.5194/egusphere-egu2020-17681, 2020

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