Abstract
Existing morphodynamic models that consider bedload sediment transport over non-erodible layers often rely on small morphological time steps or numerical filtering techniques for stability. A time-integration method of the Exner equation that can simulate bedform evolution over large timescales without relying on numerical fixes appears to be lacking. In this research, we provide two semi-implicit time-integration methods and propose a method to incorporate the non-erodible layer without numerical fixes, applied to a tidal sandbank model. As shown by our results, both methods work well, and are computationally fast. The newly developed model is compared against a conventional approach, which violates the non-erodibility condition, is computationally less efficient due to the need for small time steps, and introduces new uncertainty by adding more parameters. Our new method to deal with the non-erodibility allows for large morphological time steps and is a suitable method to study tidal sandbank dynamics in sediment-scarce environments.
| Original language | English |
|---|---|
| Article number | 107022 |
| Number of pages | 12 |
| Journal | Environmental modelling & software |
| Volume | 203 |
| Early online date | 13 May 2026 |
| DOIs | |
| Publication status | E-pub ahead of print/First online - 13 May 2026 |
Keywords
- UT-Hybrid-D
- Sediment-scarcity
- Bedload
- Sediment transport
- Struiksma method
- Numerical modelling
- Tidal sandbanks
- Non-erodible layer
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