Model:GravelSandTransition: Difference between revisions
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Bed resistance is computed through the use of two specified constant Chezy resistance coefficients; Czg for the gravel-bed reach and Czs for the sand-bed reach. | Bed resistance is computed through the use of two specified constant Chezy resistance coefficients; Czg for the gravel-bed reach and Czs for the sand-bed reach. | ||
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{{Start model keyword table}} | |||
{{Model keywords | {{Model keywords | ||
|Model keywords=bed evolution | |Model keywords=bed 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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