Model:AgDegNormalFault: Difference between revisions
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|One-line model description=E-book: Illustration of calculation of aggradation and degradation of a river reach using the normal flow approximation; with an extension for calculation of the response to a sudden fault along the reach. | |One-line model description=E-book: Illustration of calculation of aggradation and degradation of a river reach using the normal flow approximation; with an extension for calculation of the response to a sudden fault along the reach. | ||
|Extended model description=This program computes 1D bed variation in rivers due to differential sediment transport in which it is possible to allow the bed to undergo a sudden vertical fault of a specified amount, at a specified place and time. Faulting is realized by moving all notes downstream of the specified point downward by the amount of the faulting. | |Extended model description=This program computes 1D bed variation in rivers due to differential sediment transport in which it is possible to allow the bed to undergo a sudden vertical fault of a specified amount, at a specified place and time. Faulting is realized by moving all notes downstream of the specified point downward by the amount of the faulting. | ||
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 technical information | {{Model technical information | ||
|Supported platforms=Linux, Mac OS, Windows | |Supported platforms=Linux, Mac OS, Windows | ||
|Programming language= | |Programming language=C | ||
|Code optimized=Single Processor | |Code optimized=Single Processor | ||
|Start year development=1990 | |Start year development=1990 | ||
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|Program license type=Other | |Program license type=Other | ||
|Program license type other=-- | |Program license type other=-- | ||
|OpenMI compliant= | |OpenMI compliant=No but possible | ||
|CCA component=Yes | |CCA component=Yes | ||
|IRF interface=Yes | |IRF interface=Yes |
Revision as of 15:58, 20 October 2010
Contact
Name | Gary Parker |
Type of contact | Model developer |
Institute / Organization | University of Illinois at Urbana-Champaign |
Postal address 1 | 205 North Mathews Ave |
Postal address 2 | |
Town / City | Urbana |
Postal code | 61801 |
State | Illinois |
Country | USA"USA" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property. |
Email address | parkerg@illinois.edu |
Phone | 217 244-5159 |
Fax |
AgDegNormalFault
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