Gravel threshold of motion: A state function of sediment transport disequilibrium?

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Abstract

In most sediment transport models, a threshold variable dictates the shear stress at which non-negligible bedload transport begins. Previous work has demonstrated that nondimensional transport thresholds (τc∗) vary with many factors related not only to grain size and shape, but also with characteristics of the local bed surface and sediment transport rate (qs). I propose a new model in which qs-dependent τc∗, notated as τc(qs)∗, evolves as a power-law function of net erosion or deposition. In the model, net entrainment is assumed to progressively remove more mobile particles while leaving behind more stable grains, gradually increasing τc(qs)∗ and reducing transport rates. Net deposition tends to fill in topographic lows, progressively leading to less stable distributions of surface grains, decreasing τc(qs)∗ and increasing transport rates. Model parameters are calibrated based on laboratory flume experiments that explore transport disequilibrium. The τc(qs)∗ equation is then incorporated into a simple morphodynamic model. The evolution of τc(qs)∗ is a negative feedback on morphologic change, while also allowing reaches to equilibrate to sediment supply at different slopes. Finally, τc(qs)∗ is interpreted to be an important but nonunique state variable for morphodynamics, in a manner consistent with state variables such as temperature in thermodynamics.

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Johnson, J. P. L. (2016). Gravel threshold of motion: A state function of sediment transport disequilibrium? Earth Surface Dynamics, 4(3), 685–703. https://doi.org/10.5194/esurf-4-685-2016

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