2008
DOI: 10.1029/2006jc003983
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Long‐term morphodynamic evolution of a tidal embayment using a two‐dimensional, process‐based model

Abstract: [1] The research objective is to investigate long-term evolution of estuarine morphodynamics with special emphasis on the impact of pattern formation. Use is made of a two-dimensional (2-D), numerical, process-based model. The standard model configuration is a rectangular 80 km long and 2.5 km wide basin. Equilibrium conditions of the longitudinal profile are analyzed using the model in 1-D mode after 8000 years. Two-dimensional model results show two distinct timescales. The first timescale is related to patt… Show more

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Cited by 178 publications
(218 citation statements)
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References 37 publications
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“…Past long-term morphological modelling studies of estuaries that did not include mud showed channel bar patterns that are similar to those in nature (Hibma et al, 2003;Van der Wegen and Roelvink, 2008;Van der Wegen et al, 2008;. Cases in which boundaries eroded unhindered ( Van der Wegen et al, 2008) developed towards a state of decreasing morphodynamic activity as size and depth continued to increase and morphodynamic equilibrium was not reached.…”
Section: Past and Novel Modelling Approaches For Sand-mud Mixturesmentioning
confidence: 83%
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“…Past long-term morphological modelling studies of estuaries that did not include mud showed channel bar patterns that are similar to those in nature (Hibma et al, 2003;Van der Wegen and Roelvink, 2008;Van der Wegen et al, 2008;. Cases in which boundaries eroded unhindered ( Van der Wegen et al, 2008) developed towards a state of decreasing morphodynamic activity as size and depth continued to increase and morphodynamic equilibrium was not reached.…”
Section: Past and Novel Modelling Approaches For Sand-mud Mixturesmentioning
confidence: 83%
“…Models used either sand (e.g. Van der Wegen et al, 2008) or sand and mud without interactive transport (e.g. Sanford, 2008).…”
Section: Past and Novel Modelling Approaches For Sand-mud Mixturesmentioning
confidence: 99%
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“…Near the bed w = 0 m s −1 , and at the water surface w = dh/dt. A detailed description of the hydrodynamics and numerical scheme of Delft3D can be found in Lesser et al (2004), Van der Wegen and Roelvink (2008), and Deltares (2009). The bed level change in Delft3D is the result of sediment transport, bed slope effects, bank erosion, and mass conservation in the bed.…”
Section: Numerical Three-dimensional Modelmentioning
confidence: 99%
“…Inactive grid cells reactivated when the threshold water depth was exceeded, either by water level rise or by a simplified formulation of bank erosion. Here, "bank erosion" of a dry grid cell occurred when a neighboring wet grid cell eroded, where 50 % of the incision in the wet cell was applied to the dry cells (Van der Wegen and Roelvink, 2008). This prevents unnatural effects of accidentally emerged cells.…”
Section: Numerical Three-dimensional Modelmentioning
confidence: 99%