2006
DOI: 10.1016/j.cageo.2006.02.020
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Coupled model of surface water flow, sediment transport and morphological evolution

Abstract: This paper presents a mathematical model coupling water flow and sediment transport dynamics that enables calculating the changing surface morphology through time and space. The model is based on the shallow water equations for flow, conservation of sediment concentration, and empirical functions for bed friction, substrate erosion and deposition. The sediment transport model is a non-capacity formulation whereby erosion and deposition are treated independently and influence the sediment flux by exchanging mas… Show more

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Cited by 156 publications
(137 citation statements)
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References 33 publications
(54 reference statements)
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“…4, we compare the water profile along the canal as obtained from our LB simulation with results produced by other numerical solvers, commonly used to solve the time-dependent shallow water equation. These extra solvers are the implicit finite difference Preissmann solver [11] and a finite volume (FV) solver [12,13]. We can see that the solution provided by our asymmetrical LB model is very good when compared to a reference solution obtained by a high accuracy solution of the time-independent shallow-water equation (1).…”
Section: Flow With Fr >mentioning
confidence: 94%
“…4, we compare the water profile along the canal as obtained from our LB simulation with results produced by other numerical solvers, commonly used to solve the time-dependent shallow water equation. These extra solvers are the implicit finite difference Preissmann solver [11] and a finite volume (FV) solver [12,13]. We can see that the solution provided by our asymmetrical LB model is very good when compared to a reference solution obtained by a high accuracy solution of the time-independent shallow-water equation (1).…”
Section: Flow With Fr >mentioning
confidence: 94%
“…The insights obtained are useful but inevitably have limitations. In recent decades, efforts have been made to model extreme flood events to demonstrate both flow dynamics and geomorphic processes (Cao et al, 2004;Capart and Young, 1998;Fraccarollo and Capart, 2002;Guan et al, 2014;Li and Duffy, 2011;Li et al, 2014;Simpson and Castelltort, 2006;Wong et al, 2014;Wu and Wang, 2007;Xia et al, 2010). Existing numerical work mostly focused on modelling of small-scale flow events or analysis of idealised dam-break hydraulics.…”
Section: Introductionmentioning
confidence: 99%
“…The problem of rearrangement of sea near-shore under abrasion and sedimentation of deposits has been important for a long time [1][2][3][4][5][6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%