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More will be filled out soon (10/18/2010) +
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Single Processor +
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18:23:15, 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 workbook computes 1D bed variation in … 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.puted using the normal flow approximation. +
Gary +
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e-book +, illustration +, approximation +, calculation +, workbook computes +, differential sediment transport +, sediment transport +, differential sediment +, sediment +, due to differential +, bed variation +, transport +, computes +, assumed +, variation in rivers +, fluvial morphodynamics + and agdegnormal +
As code +
Tool +
http://hydrolab.illinois.edu/people/parkerg/morphodynamics_e-book.htm +
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02:14:37, 17 September 2020 +
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E-book: illustration of calculation of aggradation and degradation of a river reach using the normal flow approximation. +
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 +
