Model:AgDegNormalFault: Difference between revisions
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| 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. | 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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| {{Model keywords | {{Model keywords | ||
| |Model keywords=bed variation | |Model keywords=bed variation | ||
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| |Model keywords=fault | |Model keywords=fault | ||
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| {{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 | ||
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