Model:AgDegNormal: Difference between revisions
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|Extended model description=This workbook computes 1D bed variation in rivers due to differential sediment transport. The sediment is assumed to be uniform with size D. All sediment transport is assumed to occur in a specified fraction of time during which the river is in flood, specified by an intermittency. A Manning-Strickler formulation is used for bed resistance. A generic relation of the general form of that due to Meyer-Peter and Muller is used for sediment transport. The flow is computed using the normal flow approximation. | |Extended model description=This workbook computes 1D bed variation in rivers due to differential sediment transport. The sediment is assumed to be uniform with size D. All sediment transport is assumed to occur in a specified fraction of time during which the river is in flood, specified by an intermittency. A Manning-Strickler formulation is used for bed resistance. A generic relation of the general form of that due to Meyer-Peter and Muller is used for sediment transport. The flow is computed using the normal flow approximation. | ||
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{{Start model keyword table}} | |||
{{Model keywords | {{Model keywords | ||
|Model keywords=bed variation | |Model keywords=bed variation | ||
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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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