Gravel threshold of motion: a state function of sediment transport disequilibrium?
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 (<i>τ</i><sub>c</sub>*) vary with many factors related not only to grain...
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doaj-16305f1aca6f4981bf999ee23bb747272020-11-25T01:26:00ZengCopernicus PublicationsEarth Surface Dynamics2196-63112196-632X2016-08-014368570310.5194/esurf-4-685-2016Gravel threshold of motion: a state function of sediment transport disequilibrium?J. P. L. Johnson0Department of Geological Sciences, The University of Texas, Austin, TX, USAIn 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 (<i>τ</i><sub>c</sub>*) 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 (<i>q</i><sub>s</sub>). I propose a new model in which <i>q</i><sub>s</sub>-dependent <i>τ</i><sub>c</sub>*, notated as <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>*, 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 <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* and reducing transport rates. Net deposition tends to fill in topographic lows, progressively leading to less stable distributions of surface grains, decreasing <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* and increasing transport rates. Model parameters are calibrated based on laboratory flume experiments that explore transport disequilibrium. The <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* equation is then incorporated into a simple morphodynamic model. The evolution of <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* is a negative feedback on morphologic change, while also allowing reaches to equilibrate to sediment supply at different slopes. Finally, <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* is interpreted to be an important but nonunique state variable for morphodynamics, in a manner consistent with state variables such as temperature in thermodynamics.http://www.earth-surf-dynam.net/4/685/2016/esurf-4-685-2016.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
J. P. L. Johnson |
spellingShingle |
J. P. L. Johnson Gravel threshold of motion: a state function of sediment transport disequilibrium? Earth Surface Dynamics |
author_facet |
J. P. L. Johnson |
author_sort |
J. P. L. Johnson |
title |
Gravel threshold of motion: a state function of sediment transport
disequilibrium? |
title_short |
Gravel threshold of motion: a state function of sediment transport
disequilibrium? |
title_full |
Gravel threshold of motion: a state function of sediment transport
disequilibrium? |
title_fullStr |
Gravel threshold of motion: a state function of sediment transport
disequilibrium? |
title_full_unstemmed |
Gravel threshold of motion: a state function of sediment transport
disequilibrium? |
title_sort |
gravel threshold of motion: a state function of sediment transport
disequilibrium? |
publisher |
Copernicus Publications |
series |
Earth Surface Dynamics |
issn |
2196-6311 2196-632X |
publishDate |
2016-08-01 |
description |
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 (<i>τ</i><sub>c</sub>*)
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
(<i>q</i><sub>s</sub>). I propose a new model in which <i>q</i><sub>s</sub>-dependent <i>τ</i><sub>c</sub>*, notated as <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>*, 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
<i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* and reducing transport rates. Net
deposition tends to fill in topographic lows, progressively leading to less
stable distributions of surface grains, decreasing
<i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* and increasing transport rates. Model parameters are calibrated based on laboratory flume experiments that explore transport disequilibrium. The <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* equation is then incorporated into a simple morphodynamic model. The evolution of <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* is a negative feedback on morphologic change, while also allowing reaches to equilibrate to sediment supply at different slopes. Finally, <i>τ</i><sub>c(<i>q</i><sub>s</sub>)</sub>* is interpreted to be an important but nonunique state variable for morphodynamics, in a manner consistent with state variables such as temperature in thermodynamics. |
url |
http://www.earth-surf-dynam.net/4/685/2016/esurf-4-685-2016.pdf |
work_keys_str_mv |
AT jpljohnson gravelthresholdofmotionastatefunctionofsedimenttransportdisequilibrium |
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1725111281831116800 |