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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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18:21:36, 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. 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 relation is used for bed resistance. A generic Meyer-Peter Muller relation is used for sediment transport. The flow is computed using a backwater formulation for gradually varied flow.ter formulation for gradually varied flow. +
Gary +
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e-book +, calculator +, formulation +, aggradation +, program computes +, differential sediment transport +, due to differential +, sediment transport +, differential sediment +, rivers due +, sediment +, bed variation +, transport +, computes +, assumed +, variation in rivers +, fluvial morphodynamics + and agdegbw +
As code +
Tool +
http://hydrolab.illinois.edu/people/parkerg/morphodynamics_e-book.htm +
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02:15:20, 17 September 2020 +
1 +
E-book: Calculator for aggradation and degradation of a river reach using a backwater formulation. +
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 +