Chapter
May 16, 2024

Coastal Simulation with an Integrated Wave-Current-Sediment Model

Publication: World Environmental and Water Resources Congress 2024

ABSTRACT

A general wave-current-sediment interaction model SRH-Coast has been developed with improvements over the existing models. SRH-Coast uses a single unstructured mesh for all three sub-models—current flow, wave, and sediment. It also integrated the three models into a single model using a semi-implicit coupling method. The current flow solver is based on the existing SRH-2D hydraulic model, the wave model follows the approach of SWAN which solves the multi-frequency multi-direction wave action balance equation, and the sediment module solves the non-uniform non-equilibrium sediment equations. In this paper, the governing equations and the numerical methods are described; the model is then verified using laboratory cases. Good matches of the model predictions with the measured data are obtained.

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REFERENCES

Genseberger, M., and Donners, J. (2020). Hybrid SWAN for Fast and Efficient Practical Wave Modelling - Part 2. In:, et al. Computational Science – ICCS 2020. ICCS 2020. Lecture Notes in Computer Science(), vol 12139. Springer, Cham. https://doi.org/10.1007/978-3-030-50420-5_7.
Havinga, F. J. (1992). Sediment concentrations and transport in case of irregular non-breaking waves with a current., Delft Univ. of Technol., Delft, The Netherlands.
Holthuijsen, L. H. (2007). Waves in oceanic and coastal waters. Cambridge University Press, UK.
Hsu, T. W., Ou, S. H., Liau, J. M., Zanke, U., Roland, A., and Mewis, P. (2005a). Development and implement of a spectral finite element wave model. Proceedings of the 5th International Symposium on Wave Measurement and Analysis.
Hsu, T. W., Ou, S. H., and Liau, J. M. (2005b). Hindcasting nearshore wind waves using a FEM code for SWAN. Coastal Engineering 52, 177–195.
Lai, Y. G. (2010). “Two-Dimensional Depth-Averaged Flow Modeling with an Unstructured Hybrid Mesh.” J. Hydraulic Engineering, ASCE, vol.136(1), 12–23.
Lai, Y. G. (2020). A Two-Dimensional Depth-Averaged Sediment Transport Mobile-Bed Model with Polygonal Meshes. Water, 12(4), 1032; https://doi.org/10.3390/w12041032.
Lai, Y. G. (2021). Coastal Modeling: Wave-Current Interaction, Water Resources Division, Technical Service Center, U.S. Bureau of Reclamation, Denver, Colorado.
Lai, Y. G., and Kim, H. S. (2020). A Near-Shore Linear Wave Model with the Mixed Finite Volume and Finite Difference Unstructured Mesh Method. Fluids 2020, 5, 199; https://doi.org/10.3390/fluids5040199.
Larson, J., Jacob, R., and Ong, E. (2005). “The model coupling toolkit: a new fortran90 toolkit for building Multiphysics parallel coupled models.” International Journal of High Performances Computing Applications, 8(19), 277–292.
Lesser, G. R., Roelvink, J. A., van Kester, J. A. T. M., and Stelling, G. S. (2004). “Development and validation of a three-dimensional morphological model.” Coastal Engineering, 51, 883–915.
SWAN Team. (2019). SWAN Scientific and Technical Documentation Cycle III version 41.20AB., Delft University of Technology, The Netherlands.
Van Ledden, M. 2003. Sand-mud segregation in estuaries and tidal basins. Doctoral thesis, Delft University of Technology, Delft, The Netherlands.
Van Rijn, L. C. (1986). Sedimentation of dredged channels by currents and waves. J. Waterway, Port, Coastal, and Ocean Engineering, 112(5), 541–559.
Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas. Aqua Publications, Amsterdam, Netherlands.
Van Rijn, L. C., and Havinga, F. J. (1995). Transport of fine sands by currents and waves. II. Journal of Waterway, Port, Coastal, and Ocean Engineering 121 (2), 123–133.
Van Rijn, L. C. (2007a). Unified view of sediment transport by currents and waves, I: initiation of bed motion, bed roughness, and bed-load transport. Journal of Hydraulic Engineering, ASCE, 133(6):649–667.
Van Rijn, L. C. (2007b). Unified view of sediment transport by currents and waves, II: suspended transport. Journal of Hydraulic Engineering, ASCE, 133(6):668–689.
Warner, J. C., Perlin, N., and Skyllingstad, E. D. (2008). Using the model coupling toolkit to couple earth system models, Environmental Modelling & Software, 23 (10), 1240–1249.

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