A 2D weakly-coupled and efficient numerical model for transient shallow flow and movable bed

• Published in: Advances in water resources Vol. 71; pp. 93 - 109
• Main Authors: Juez, C., Murillo, J., García-Navarro, P.
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01.09.2014; Elsevier
• Subjects: 2D shallow water; Bed load sediment transport; Earth sciences; Earth, ocean, space; Exact sciences and technology; Exner equation; Finite volume method; Hydrology; Hydrology. Hydrogeology; 2D shallow water; Finite volume method; Bed load sediment transport; Exner equation; efficiency; cost; digital simulation; case studies; surface flow; water resources; sediment transport; numerical models; bedload; discharge; prediction; two-dimensional models; refinement
• ISSN: 0309-1708; 1872-9657
• DOI: 10.1016/j.advwatres.2014.05.014

Recent advances in the simulation of free surface flows over mobile bed have shown that accurate and stable results in realistic problems can be provided if an appropriate coupling between the shallow water equations (SWE) and the Exner equation is performed. This coupling can be done if using a suitable Jacobian matrix. As a result, faithful numerical predictions are available for a wide range of flow conditions and empirical bed load discharge formulations, allowing to investigate the best option in each case study, which is mandatory in these type of environmental problems. When coupling the equations, the SWE are considered but including an extra conservation law for the sediment dynamics. In this way the computational cost may become unrealistic in situations where the application of the SWE over rigid bed can be used involving large time and space scales without giving up to the adequate level of mesh refinement. Therefore, for restoring the numerical efficiency, the coupling technique is simplified, not decreasing the number of waves involved in the Riemann problem but simplifying their definitions. The effects of the approximations made are tested against experimental data which include transient problems over erodible bed. The simplified model is formulated under a general framework able to insert any desirable discharge solid load formula.