2007
DOI: 10.1016/j.euromechflu.2007.03.006
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Soil erosion in the boundary layer flow along a slope: a theoretical study

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Cited by 30 publications
(23 citation statements)
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“…As described in Methods, we study the erosion of soft clay bodies by fast-flowing water, allowing us to witness what is an intractably slow process in nature. We consider unidirectional flow and canonical initial geometries-a thin flat bed of clay, a cylinder, and a sphere-with an eye toward informing mathematical models that intimately link the coevolving flow and shape (12,13). Our experiments typically involve centimeter-scale bodies immersed in flows of 40-70 cm/s, yielding high Reynolds numbers of order 10 4 .…”
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confidence: 99%
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“…As described in Methods, we study the erosion of soft clay bodies by fast-flowing water, allowing us to witness what is an intractably slow process in nature. We consider unidirectional flow and canonical initial geometries-a thin flat bed of clay, a cylinder, and a sphere-with an eye toward informing mathematical models that intimately link the coevolving flow and shape (12,13). Our experiments typically involve centimeter-scale bodies immersed in flows of 40-70 cm/s, yielding high Reynolds numbers of order 10 4 .…”
mentioning
confidence: 99%
“…2C). The Blasius solution describes the boundary-layer thickness along a plate (12), which grows with the streamwise coordinate as δ ∼ x 1=2 , resulting in shear that decreases as U=δ ∼ x −1=2 . If the local erosion rate varies directly with shear stress, then _ h = − Cx −1=2 and thus hðx; tÞ = h 0 − Cx −1=2 t, where hðx; tÞ is the local bed thickness, hðx; 0Þ = h 0 is the initial thickness, and C is a constant.…”
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confidence: 99%
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“…Therefore, the solid/flow interface can be considered as a singular interface with a negligible thickness. In this case, the erosion phenomenon is simply described by the flux of eroded mass crossing this interface [5,9].…”
Section: Introductionmentioning
confidence: 99%
“…More refined models try to include the influence of the sediments detached from the soil (see for example (Woodward, 1999;Bonelli et al, 2006;Brivois et al, 2007)), or consider probabilistic models for the erosion factors (Sidorchuk, 2005), however it remains unclear whether the alternatives they provide are truly required with respect to the simpler model of equation [7]. Following (Wan et al, 2004a;Knapen et al, 2007), an approximation can be used to derive the hydraulic shear stress as a function of the gradient of the hydraulic head,…”
Section: Modeling Of Erosionmentioning
confidence: 99%