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More will be filled out soon (10/18/2010) +
Yes +
No but possible +
No but possible +
Single Processor +
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18:23:31, 19 October 2010 +
https://csdms.colorado.edu/pub/models/doi-source-code/stm-10.1594.IEDA.100182-1.0.tar.gz +
As is, no updates are provided +
This program computes 1D bed variation in … 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.</br>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.puted using the normal flow approximation. +
Gary +
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illustration +, e-book +, calculation +, reach +, sudden vertical fault +, program computes +, differential sediment transport +, undergo a sudden +, sudden vertical +, vertical fault +, sediment transport +, differential sediment +, due to differential +, bed variation +, sediment +, transport +, amount +, bed +, computes +, fluvial morphodynamics +, fault + and agdegnormalfault +
As code +
Tool +
http://hydrolab.illinois.edu/people/parkerg/morphodynamics_e-book.htm +
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02:17:50, 17 September 2020 +
1 +
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. +
205 North Mathews Ave +
61801 +
false +
false +
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Other +
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Through CSDMS repository +
https://github.com/csdms-contrib/stm +
Watershed-Scale +
1990 +
Model developer +
