2015
DOI: 10.1016/j.geomorph.2014.11.013
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Measurement of historical cliff-top changes and estimation of future trends using GIS data between Bridlington and Hornsea – Holderness Coast (UK)

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Cited by 21 publications
(19 citation statements)
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“…), three-dimensional study is necessary to understand these relationships and get the ecosystems balance. Nowadays, three-dimensional studies is possible thanks to the geographic information systems (GIS), which has been widely used to study coastal risks (Brown, 2006;Budetta et al, 2008), the evolution of the cliffs topography and seabed (Castedo et al, 2015;Dawson and Smithers, 2010;Mills et al, 2005), or the evolutions of the coastline from aerial images creating applications such as the Digital Shoreline Mapping System, DSAS (Thieler and William, 1994).…”
Section: Introductionmentioning
confidence: 99%
“…), three-dimensional study is necessary to understand these relationships and get the ecosystems balance. Nowadays, three-dimensional studies is possible thanks to the geographic information systems (GIS), which has been widely used to study coastal risks (Brown, 2006;Budetta et al, 2008), the evolution of the cliffs topography and seabed (Castedo et al, 2015;Dawson and Smithers, 2010;Mills et al, 2005), or the evolutions of the coastline from aerial images creating applications such as the Digital Shoreline Mapping System, DSAS (Thieler and William, 1994).…”
Section: Introductionmentioning
confidence: 99%
“…The minimum R 2 value of these regressions is 0.89, see Ref. [12] for more details. The recession rates vary from one profile to another with values from 0.95 to 1.83 m/year, making the erosion trend so irregular.…”
Section: Model Application: Holderness Coast (Uk)mentioning
confidence: 97%
“…As outlined previously [11,12] in this numerical model, the rock profile, y (z, t + T) represented as a column of horizontally aligned layers of height Δz = 0.05 m, moves a quantity δy(z,T) in the points z affected by the erosive processes after one tidal period T. This quantity can be defined as the erosion of each element of the cliff front and depends on H b, which is the breaking wave height; T b, which is the wave period; K, which is a calibration term representing hydrodynamic constants (100 m 13/4 s 7/2 /kg for the application site; see Refs. [11,12]); σ c (z), which is the uniaxial compressive strength (USC) of the rock mass; ∂ z y(z,t) −1 , which is the slope of each rock element z (which changes through simulation time in response to the calculated erosion and consequently to profiles evolution); p w (z,t), which is the shape function (which include from experimental data- [41,42]-the erosion of different type waves) and w t (t), which is the tidal expression introduced as a sinusoid that oscillates about mean sealevel with an amplitude A m and period T (both can be obtained through governmental marine agencies). The rock profile evolution can be described as seen in Eq.…”
Section: Erosive Model Detailsmentioning
confidence: 99%
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“…Therefore, it is necessary to study the evolution of the shoreline, and the transport and spatial and temporal distribution of sediments [11]. In this sense, geographic information systems (GIS), widely used in coastal risk assessment [12,13], or the evolution of cliff and seabed topography, are very useful [14,15]. Among the studies conducted, those of Rosskopf et al [16] investigated the possible influence of natural and anthropogenic factors, especially climate variability and coastal defence structures designed on the coast of Molise.…”
Section: Introductionmentioning
confidence: 99%