2013
DOI: 10.1016/j.ocemod.2012.12.004
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Modelling tides and sea-level rise: To flood or not to flood

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Cited by 90 publications
(153 citation statements)
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“…The results in the form of M 2 co-phase and co-amplitude plots are shown in Figure 5 (c). Reducing the bottom friction to more physically plausible values causes the amphidromic point to move north and west, as also found by Pelling (2013). It makes the amplitude pattern more symmetric and increases amplitudes in the south of the domain, bringing model amplitude results closer to observations, particularly along the east coast of the domain.…”
Section: Bathymetry and Bottom Frictionsupporting
confidence: 54%
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“…The results in the form of M 2 co-phase and co-amplitude plots are shown in Figure 5 (c). Reducing the bottom friction to more physically plausible values causes the amphidromic point to move north and west, as also found by Pelling (2013). It makes the amplitude pattern more symmetric and increases amplitudes in the south of the domain, bringing model amplitude results closer to observations, particularly along the east coast of the domain.…”
Section: Bathymetry and Bottom Frictionsupporting
confidence: 54%
“…This leads to a reduction in the beach in front of the structure and hence the energy dissipation at the coast is reduced. Coastal engineering impact studies tend to focus on a single piece of engineering and only investigate the impact on the local area, however there is already evidence that cumulatively coastal engineering work can alter tidal patterns at the shelf sea scale; Pelling (2013) shows how the model definition of the European coastline (if new areas are allowed to flood or if the shoreline is fixed) can affect the M 2 response to sea level rise and Jung (2014) shows how the tidal regime in the Yellow Sea has been changed due to the construction of sea-dikes and seawalls with changes in the M 2 phase of up to 0.4 hours.…”
Section: Discussionmentioning
confidence: 99%
“…They showed that a 2-m SLR would result in a * 5 cm increase in M 2 tidal amplitude in the central North Sea and Southern Bight, and a similar decrease in between. An update by Pelling et al (2013) highlighted a key remaining uncertainty in understanding this response-whether the water is assumed to be contained by a sea wall or allowed to flood the land. Recent work, based on seasonal variations in major tidal constituents (Gräwe et al 2014;Müller et al 2014) also suggests the need to consider changes in stratification on the continental shelf in shallow seas, which can alter the eddy viscosity and profile of currents with depth.…”
Section: Future Changes In Extreme Sea Levelmentioning
confidence: 99%
“…99b with 5′ resolution ( Matsumoto et al, 2000) . In the Bohai Sea, with shallow water tidal models are sensitive to bottom friction coefficient, and according to former simulations ( Lu and Zhang, 2006;Pelling et al, 2013a;Song et al, 2013;Yao et al, 2012) , the drag coefficient in the model was tuned to 1. 2×10 -3 m / s to minimize the simulation errors. The simulations were set up to enable inter-comparison and therefore all parameters were kept constant with the exception of sea level rise.…”
Section: Numerical Model and Set-upmentioning
confidence: 99%
“…Accelerated sea level rise ( SLR ) can drastically affect coastal regions, such as submerging and increased flooding of lower-land. Except for these direct effect of increased high water level, on longer term scale SLR could influence tidal system ( Pelling et al, 2013a;2013b;Pickering et al, 2012; . The basic physical consequence to such changes is the variation in tidal dynamics ( Chu-Agor et al, 2011;Muller et al, 2011;Pickering et al, 2012;Poulos et al, 2009;Snoussi et al, 2009;Ward et al, 2012 ) .…”
Section: Introductionmentioning
confidence: 99%