2015
DOI: 10.1002/2015gl066455
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Theory for the curvature dependence of delta front progradation

Abstract: When Gilbert‐type deltas respond to uneven sediment supply or advance over irregular basin bathymetry, they develop curved, creased fronts prograding at speeds that vary with location along the shoreline. Relations governing the progradation rate, however, have so far been proposed only for simple special cases. In this paper, we exploit the special properties of solutions to the eikonal equation to derive a general progradation relation, applicable to delta fronts of finite angle of repose and arbitrary shore… Show more

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Cited by 9 publications
(16 citation statements)
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“…It is common for geometric delta models to impose a radially averaged foreset slope [ Swenson et al , ; Kim et al , ; Wolinsky , ; Mahon et al , ]. Results from the WLD (Figure b) show that this technique need not be limited to geometric studies, but an appropriate slope could be imposed in increasingly complex, channel‐resolving models if the flow field outside of the delta is resolved [e.g., Ke and Capart , ]. This approach could improve our understanding of river delta morphodynamics by eliminating unnecessary complexity in future modeling studies.…”
Section: Discussionmentioning
confidence: 99%
“…It is common for geometric delta models to impose a radially averaged foreset slope [ Swenson et al , ; Kim et al , ; Wolinsky , ; Mahon et al , ]. Results from the WLD (Figure b) show that this technique need not be limited to geometric studies, but an appropriate slope could be imposed in increasingly complex, channel‐resolving models if the flow field outside of the delta is resolved [e.g., Ke and Capart , ]. This approach could improve our understanding of river delta morphodynamics by eliminating unnecessary complexity in future modeling studies.…”
Section: Discussionmentioning
confidence: 99%
“…We construct a model to describe the evolution of this boundary. Moving boundary models have been successfully used to explore delta shoreline evolution by decomposing deltas into the domains landward and seaward of a shoreline, neglecting channels (Ke & Capart, ; Lorenzo‐Trueba et al, ; Swenson et al, ; Wolinsky, ). We will model the channel network with this approach for the first time and name the model MB_DCN for Moving Boundary of a Distributary Channel Network.…”
Section: Moving Boundary Model For Distributary Channel Network: Mb_dcnmentioning
confidence: 99%
“…In exploring the possible instability associated with autoacceleration, we will appeal to the analogy between solid and liquid phase change processes and delta shoreline advance (Swenson et al, 2000;Voller et al, 2004;Capart et al, 2007;Lorenzo-Trueba et al, 2009;Voller, 2010;Ke and Capart, 2015;Lai et al, 2017). This analogy is based on the construction of a shoreline mass balance condition, equating the sediment flux arriving to the rate of its advance -a condition directly analogous to the phase change interface heat balance Stefan condition in melting problems (Crank, 1984).…”
Section: Introductionmentioning
confidence: 99%
“…This analogy is based on the construction of a shoreline mass balance condition, equating the sediment flux arriving to the rate of its advance -a condition directly analogous to the phase change interface heat balance Stefan condition in melting problems (Crank, 1984). The original shore balance proposed by Swenson et al (2000) has been recently modified by Ke and Capart (2015) to account for the shoreline planform curvature. Recognizing the extensive work related to the role of curvature in the morphological instability of growing interfaces (Mullins and Sekerka, 1963;Sekerka et al, 2014;Paterson, 1981;Li et al, 2004Li et al, , 2009Zhao et al, 2016), this modification allows us to expand the so-called Swenson-Stefan analogy to develop a criterion for an unstable delta shoreline advance.…”
Section: Introductionmentioning
confidence: 99%
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