2018
DOI: 10.1002/esp.4422
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Modelling the relative dominance of wave erosion and weathering processes in shore platform development in micro‐ to mega‐tidal settings

Abstract: In this paper we use a numerical model to explore the relative dominance of two main processes in shore platform development: wave erosion; weathering due to wetting and drying. The modelling approach differs from previous work in several aspects, including: the way that it accounts for weathering arising from gradual surficial intertidal rock degradation; subtidal profile shape development; and the consideration of a broad erosion parameter space in which, at either end of the erosion spectrum, shore platform… Show more

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Cited by 26 publications
(40 citation statements)
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References 59 publications
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“…It is ironic, given the importance traditionally accorded to weathering in the rock coast literature, and the availability of much better data on surface downwearing (erosion in the vertical plane) than on wave-generated backwearing (erosion in the horizontal plane), that weathering has generally been neglected by rock coast modelers. Nevertheless, a few models have incorporated weathering and debris removal in a suite of erosional processes [37,[41][42][43][44], and others have treated it in isolation to determine whether it can produce shore platforms when acting alone [45][46][47]. Several semi-quantitative and numerical models have also been developed to consider episodic notch formation and cliff collapse, due to abrasion and weathering, followed by cliff collapse and debris removal [48][49][50][51][52].…”
Section: Coastal Profilesmentioning
confidence: 99%
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“…It is ironic, given the importance traditionally accorded to weathering in the rock coast literature, and the availability of much better data on surface downwearing (erosion in the vertical plane) than on wave-generated backwearing (erosion in the horizontal plane), that weathering has generally been neglected by rock coast modelers. Nevertheless, a few models have incorporated weathering and debris removal in a suite of erosional processes [37,[41][42][43][44], and others have treated it in isolation to determine whether it can produce shore platforms when acting alone [45][46][47]. Several semi-quantitative and numerical models have also been developed to consider episodic notch formation and cliff collapse, due to abrasion and weathering, followed by cliff collapse and debris removal [48][49][50][51][52].…”
Section: Coastal Profilesmentioning
confidence: 99%
“…This conclusion for sloping intertidal shore platforms in areas with moderate to high tidal range, supports the hypothesis put forth earlier by Dickson et al [73] for subhorizontal shore platforms in low tidal range environments. It emphasizes the need for weathering to be included in evolutionary models, and implies that erosional thresholds should be represented by time-dependent variables [37,47] rather than by constant values.…”
Section: Equilibriummentioning
confidence: 99%
“…Rock surface hardness can help inform on the interactions between these external and intrinsic controls. Several previous studies show how mechanical erosion by waves can remove a weathered rock carapace, exposing harder rocks beneath (Matsumoto et al, 2018), and such removal and transport of large bedrock blocks has been described by Knight and Burningham (2011) on the Falchorrib-Trawenagh shoreline. Increased wave erosion around the position of HAT on flat shore platforms can result in higher Equotip values when compared to other positions higher or lower in the tidal frame (Knight and Burningham, 2019).…”
Section: Discussionmentioning
confidence: 75%
“…Focusing of rock decay and erosion at discontinuities play an important role in landscape development across terrestrial and coastal landscapes (Scott and Wohl, 2019). The meso-scale blocky processes documented throughout, now need to be included in numerical models of shore platform evolution (Matsumoto et al, 2018), similar to recent developments in the modelling of hillslope sediment transport (e.g. Glade et al, 2017).…”
Section: Comparison To Shore Platform Lowering Rates At Glamorgan Andmentioning
confidence: 99%