TY - JOUR
T1 - Why do published models for fluvial and estuarine morphodynamics use unrealistic representations of the effects of transverse bed slopes?
AU - Tritthart, Michael
AU - Vanzo, Davide
AU - Chavarrías, Victor
AU - Siviglia, Annunziato
AU - Sloff, Kees
AU - Mosselman, Erik
PY - 2024
Y1 - 2024
N2 - The sediment transport direction is affected by the bed slope. This effect is of crucial importance for two- and three-dimensional modelling of the interaction between the flow of water and the alluvial bed. It is not uncommon to find applications of numerical morphodynamic models in the literature that exaggerate the effects of transverse bed slopes on sediment transport compared to results from laboratory experiments. We investigate mathematically the consequences of such an approach, and we analyse through numerical simulations different explanations for the need to apply deviating values. The study reveals that the reason often lies in the setup of the numerical models, such as the choice of mesh resolution or the necessity to comply with specific aspects of the numerical scheme. The missing or inadequate implementation of physical processes in the model is another cause. All of these effects can be compensated by artificial diffusion added through the bed slope effect coefficients. Since increased diffusion strongly alters the physical processes of self-formed bed morphology, we recommend that modellers address the root causes of inflated erosion and deposition. Bed slope effect coefficients should be applied within the range found in the original publications.
AB - The sediment transport direction is affected by the bed slope. This effect is of crucial importance for two- and three-dimensional modelling of the interaction between the flow of water and the alluvial bed. It is not uncommon to find applications of numerical morphodynamic models in the literature that exaggerate the effects of transverse bed slopes on sediment transport compared to results from laboratory experiments. We investigate mathematically the consequences of such an approach, and we analyse through numerical simulations different explanations for the need to apply deviating values. The study reveals that the reason often lies in the setup of the numerical models, such as the choice of mesh resolution or the necessity to comply with specific aspects of the numerical scheme. The missing or inadequate implementation of physical processes in the model is another cause. All of these effects can be compensated by artificial diffusion added through the bed slope effect coefficients. Since increased diffusion strongly alters the physical processes of self-formed bed morphology, we recommend that modellers address the root causes of inflated erosion and deposition. Bed slope effect coefficients should be applied within the range found in the original publications.
KW - Bed slope effect
KW - Exner equation
KW - Grid resolution
KW - Morphodynamic models
KW - Numerical stability
UR - http://www.scopus.com/inward/record.url?scp=85206451736&partnerID=8YFLogxK
U2 - 10.1016/j.advwatres.2024.104831
DO - 10.1016/j.advwatres.2024.104831
M3 - Article
AN - SCOPUS:85206451736
SN - 0309-1708
VL - 193
JO - Advances in Water Resources
JF - Advances in Water Resources
M1 - 104831
ER -