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  • 1
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    PANGAEA
    In:  Supplement to: Möller, Iris; Kudella, Matthias; Rupprecht, Franziska; Spencer, Tom; Paul, Maike; van Wesenbeeck, Bregje K; Wolters, Guido; Jensen, Kai; Bouma, Tjeerd J; Miranda-Lange, Martin; Schimmels, Stefan (2014): Wave attenuation over coastal salt marshes under storm surge conditions. Nature Geoscience, 7(10), 727-731, https://doi.org/10.1038/ngeo2251
    Publication Date: 2023-01-13
    Description: Coastal communities around the world face increasing risk from flooding as a result of rising sea level, increasing storminess, and land subsidence. Salt marshes can act as natural buffer zones, providing protection from waves during storms. However, the effectiveness of marshes in protecting the coastline during extreme events when water levels and waves are highest is poorly understood. Here, we experimentally assess wave dissipation under storm surge conditions in a 300-m-long wave flume that contains a transplanted section of natural salt marsh. We find that the presence of marsh vegetation causes considerable wave attenuation, even when water levels and waves are high. From a comparison with experiments without vegetation, we estimate that up to 60% of observed wave reduction is attributed to vegetation. We also find that although waves progressively flatten and break vegetation stems and thereby reduce dissipation, the marsh substrate remained remarkably stable and resistant to surface erosion under all conditions.The effectiveness of storm wave dissipation and the resilience of tidal marshes even at extreme conditions suggest that salt marsh ecosystems can be a valuable component of coastal protection schemes.
    Keywords: File content; File name; File size; Uniform resource locator/link to file
    Type: Dataset
    Format: text/tab-separated-values, 8 data points
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  • 2
    Publication Date: 2024-04-20
    Description: This dataset comprises measurements of particle size distribution, peak shear strength, residual shear strength and compressibility from two salt marshes in the UK. It also provides information on the angle of internal friction and the strength attributed to cohesion at each measurement location. The salt marshes chosen were Warton marsh, North West England and Tillingham Marsh, South East England. Undisturbed samples were taken for the shear box, ring shear and oedometer tests. Three sampling sites at each marsh were chosen for undisturbed samples: tidal flat (0-30 cm depth below the surface), marsh edge (0-30 cm and 30-60 cm depth below the surface). Bulk samples were taken from four sites within the marsh: the tidal flat, marsh edge, creek edge and inner marsh. Bulk samples were taken for root mass and particle size analysis at 0-10 cm, 10-20 cm and 20-30 cm at each of these locations, with additional samples at 30-40 cm, 40-50 cm and 50-60 cm at the marsh edge location. Field sampling and measurements were undertaken on 17th-19th July 2017 and 28th September-1st October 2017 at Tillingham and 6th-10th July 2018 at Warton.
    Keywords: Dengie Peninsula; Morecambe Bay; MULT; Multiple investigations; nature-based solutions; oedometer; ring shear; Saltmarsh; shear box; Tidal wetlands; Tillingham_Creek; Tillingham_Inner; Tillingham_Marsh_Edge; Tillingham_Tidal_Flat; United Kingdom; Warton_Creek; Warton_Inner; Warton_Marsh_Edge; Warton_Tidal_Flat
    Type: Dataset
    Format: application/zip, 154.7 kBytes
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  • 3
    Publication Date: 2024-04-20
    Description: This dataset comprises measurements of substrate composition (water content, organic content, carbonate content, particle size, particle density, root mass content), erodibility (Cohesive Strength Meter; CSM) and undrained shear strength (vane) from two salt marshes in the UK. The salt marshes chosen were Warton marsh, North West England and Tillingham Marsh, South East England. Four sampling sites at each marsh were chosen: tidal flat, marsh edge, creek edge and inner marsh. Samples were taken for compositional analysis at 0-10 cm, 10-20 cm and 20-30 cm at each location, with additional samples at 30-40 cm, 40-50 cm and 50-60 cm at the marsh edge location. The same sampling strategy was used for the CSM, shear vane and torvane measurements, but these could only be sampled until the water table was reached. Shear vane measurements began at 10 cm depth below the surface, as the vane paddles reached 10cm below the surface at their lowest point. At each sampling location, three replicate CSM measurements were taken, ten replicate shear vane measurements, and ten replicate torvane measurements. Samples were taken between 29th September and 1st October 2017 at Tillingham and 6th and 10th July 2018 at Warton. CSM and vane analyses were undertaken on 15th-16th October and 29th November 2018 at Tillingham, and 18th-20th October 2018 at Warton.
    Keywords: Cohesive Strength Meter (CSM); erodibility; MULT; Multiple investigations; sediment composition; stability; Tillingham_Creek; Tillingham_Inner; Tillingham_Marsh_Edge; Tillingham_Tidal_Flat; United Kingdom; vane shear testing; Warton_Creek; Warton_Inner; Warton_Marsh_Edge; Warton_Tidal_Flat; wetlands
    Type: Dataset
    Format: application/zip, 28.8 kBytes
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