Model:AgDegNormGravMixPW: Difference between revisions
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Gravel bedload transport of mixtures is computed with a user-specified selection of the Parker (1990), or Wilcock-Crowe (2003) surface-based formulations for gravel transport. Sand and finer material must first be excluded from the grain size distributions, which then must be renormalized for gravel content only, in the case of the Parker (1990) relation. In the case of the Wilcock-Crowe (2003) relation, the sand is retained in the computation. | Gravel bedload transport of mixtures is computed with a user-specified selection of the Parker (1990), or Wilcock-Crowe (2003) surface-based formulations for gravel transport. Sand and finer material must first be excluded from the grain size distributions, which then must be renormalized for gravel content only, in the case of the Parker (1990) relation. In the case of the Wilcock-Crowe (2003) relation, the sand is retained in the computation. | ||
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{{Start model keyword table}} | |||
{{Model keywords | {{Model keywords | ||
|Model keywords=bed profile evolution | |Model keywords=bed profile evolution | ||
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|Model keywords=fluvial morphodynamics | |Model keywords=fluvial morphodynamics | ||
}} | }} | ||
{{End a table}} | |||
{{Model technical information | {{Model technical information | ||
|Supported platforms=Linux, Mac OS, Windows | |Supported platforms=Linux, Mac OS, Windows | ||
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|CMT component=Yes | |CMT component=Yes | ||
}} | }} | ||
{{Start coupled table}} | |||
{{End a table}} | |||
{{End headertab}} | {{End headertab}} | ||
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