2006
DOI: 10.1073/pnas.0508379103
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Critical bifurcation of shallow microtidal landforms in tidal flats and salt marshes

Abstract: Shallow tidal basins are characterized by extensive tidal flats and salt marshes that lie within specific ranges of elevation, whereas intermediate elevations are less frequent in intertidal landscapes. Here we show that this bimodal distribution of elevations stems from the characteristics of wave-induced sediment resuspension and, in particular, from the reduction of maximum wave height caused by dissipative processes in shallow waters. The conceptual model presented herein is applied to the Venice Lagoon, I… Show more

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Cited by 241 publications
(323 citation statements)
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“…If the erosion rate in the tidal flats is greater than the increased deposition rate, then a global positive feedback will be established and marsh retreat will accelerate until they disappear, while tidal flats will keep on deepening. A stable condition will eventually occur only when tidal flats become deep enough to eliminate the effect of wave induced bottom shear stress [Fagherazzi et al, 2006;Marani et al, 2007;Carniello et al, 2009b].…”
Section: Discussionmentioning
confidence: 99%
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“…If the erosion rate in the tidal flats is greater than the increased deposition rate, then a global positive feedback will be established and marsh retreat will accelerate until they disappear, while tidal flats will keep on deepening. A stable condition will eventually occur only when tidal flats become deep enough to eliminate the effect of wave induced bottom shear stress [Fagherazzi et al, 2006;Marani et al, 2007;Carniello et al, 2009b].…”
Section: Discussionmentioning
confidence: 99%
“…The numerical values of the parameters used to solve equation (5) are reported by Carniello et al [2005] and Fagherazzi et al [2006].…”
Section: Model Descriptionmentioning
confidence: 99%
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“…As a consequence, neglecting temporal and spatial variations, a local equilibrium of wave energy sources and sinks is assumed, i.e., [Fagherazzi et al, 2006]:…”
Section: The Wave Modelmentioning
confidence: 99%
“…[8] The model used to simulate the wind waves is a version of the model developed by Fagherazzi et al [2006] and Carniello et al [2005Carniello et al [ , 2011. Using an approach similar to the one described by Young and Verhagen [1996] and Breugem and Holthuijsen [2007], we first estimate the wave period T = 3.5(gD/U 2 ) 0.35 · U/g, on the basis of the observed wind speed, U, and the instantaneous value of the water depth, D.…”
Section: The Wave Modelmentioning
confidence: 99%