2003
DOI: 10.1029/2002jb002162
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Topographic evolution and morphology of surfaces evolving in response to coupled fluvial and hillslope sediment transport

Abstract: [1] This paper quantifies how the ratio of sediment transport on hillslopes to sediment transport in channels influences surface and channel network morphologies and the dynamics of topographic evolution. This problem is investigated by development and investigation of a simple deterministic model incorporating mass balance of sediment and runoff coupled with a law combining dispersive and concentrative sediment transport processes. Our analysis includes the identification of a new nondimensional parameter D e… Show more

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Cited by 119 publications
(127 citation statements)
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“…6 and 8) then the models are linear, and we can solve the equations both analytically and in 1-D and 2-D numerical schemes. For the stream power model we use an implicit finite-difference scheme (Braun and Willett, 2013) and for the transport model we use an explicit finite-element scheme with linear elements (Simpson and Schlunegger, 2003). If n = 1 and if γ = 1 the equations become non-linear.…”
Section: Linear and Non-linear Solutionsmentioning
confidence: 99%
See 1 more Smart Citation
“…6 and 8) then the models are linear, and we can solve the equations both analytically and in 1-D and 2-D numerical schemes. For the stream power model we use an implicit finite-difference scheme (Braun and Willett, 2013) and for the transport model we use an explicit finite-element scheme with linear elements (Simpson and Schlunegger, 2003). If n = 1 and if γ = 1 the equations become non-linear.…”
Section: Linear and Non-linear Solutionsmentioning
confidence: 99%
“…We then solve for Eq. (11) using the numerical model Fastscape (Braun and Willett, 2013), with a resolution of 1000 by 1000 nodes for a 100 by 100 km domain, giving a spatial resolution of 100 m. Erosion by sediment transport in 2-D is solved following the MATLAB model of Simpson and Schlunegger (2003), which is available from Simpson (2017). We solve Eq.…”
Section: Generalizing To a Two-dimensional Systemmentioning
confidence: 99%
“…For the stream power model we use an implicit finite difference scheme (Braun and Willett, 2013) and for the transport model we use an explicit finite element scheme with linear elements (Simpson and Schlunegger, 2003). If n = 1 and if γ = 1 the equations become non-linear.…”
Section: Linear and Non-linear Solutionsmentioning
confidence: 99%
“…In our case, to explore how a model landscape responds to change in uplift and precipitation rate we will make the simplest assumption available; that water flows down the steepest slope. We then solve for equation 6 using the numerical model Fastscape 15 (Braun and Willett, 2013), with a resolution of 1000 by 1000 nodes for a 100 by 100 km domain, giving a spatial resolution of 100 m. Erosion by sediment transport is solved following the methods of Simpson and Schlunegger (2003). We solve Equation 11 on a triangular grid with a resolution of 316 by 316 nodes for a 100 by 100 km domain, giving a spatial resolution of the order of 300 m. The time step used for both models is 10 kyrs.…”
Section: Generalizing To a Two Dimensional Systemmentioning
confidence: 99%
“…Following earlier workers (see Simpson and Schlunegger [2003] for a review), Perron et al (2009) developed a framework for assessing landscape dissection by quantifying how the relative magnitudes of hillslope and valley-forming processes control the spacing of hills and valleys in soilmantled terrain. Their model separates hillslope transport and valley incision processes into diffusive (D) and advective (K) components, respectively.…”
Section: Introductionmentioning
confidence: 99%