Model:GravelSandTransition: Difference between revisions

Revision as of 20:05, 16 September 2020

GravelSandTransition

Metadata

Also known as
Model type	Tool
Model part of larger framework
Note on status model
Date note status model

Incorporated models or components:

Spatial dimensions	1D
Spatial extent	Watershed-Scale
Model domain	Terrestrial, Hydrology
One-line model description	E-book: Calculator for evolution of long profile of river with a migrating gravel-sand transition and subject to subsidence or base level rise.
Extended model description	This model calculates the long profile of a river with a gravel-sand transition. The model uses two grain sizes: size Dg for gravel and size Ds for sand. The river is assumed to be in flood for the fraction of time Ifg for the gravel-bed reach and fraction Ifs for the sand-bed reach. All sediment transport is assumed to take place when the river is in flood. Gravel transport is computed using the Parker (1979) approximation of the Einstein (1950) bedload transport relation. Sand transport is computed using the total bed material transport relation of Engelund and Hansen (1967). In this simple model the gravel is not allowed to abrade. Both the gravel-bed and sand-bed reaches carry the same flood discharge Qbf. Gravel is transported as bed material in, and deposits only in the gravel-bed reach. A small residual of gravel load is incorporated into the sand at the gravel-sand transition. Sand is transported as washload in the gravel-bed reach, and as bed material load in the sand-bed reach. The model allows for depositional widths Bdgrav and Bdsand that are wider than the corresponding bankfull channel widths Bgrav and Bsand of the gravel-bed and sand-bed channels. As the channel aggrades, it is assumed to migrate and avulse to deposit sediment across the entire depositional width. For each unit of gravel deposited in the gravel-bed reach, it is assumed that Lamsg units of sand are deposited. For each unit of sand deposited on the sand-bed reach, it is assumed that Lamms units of mud are deposited. The gravel-bed reach has sinuosity Omegag and the sand-bed reach has sinuosity Omegas. Bed resistance is computed through the use of two specified constant Chezy resistance coefficients; Czg for the gravel-bed reach and Czs for the sand-bed reach.

Keywords:	bed evolution, subside, fluvial morphodynamics,

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	United States
Email address	parkerg@illinois.edu
Phone	217 244-5159
Fax

Supported platforms	Linux, Mac OS, Windows
Other platform
Programming language	C
Other program language
Code optimized	Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development	1990
Does model development still take place?	No
If above answer is no, provide end year model development	1991
Code development status	As is, no updates are provided
When did you indicate the 'code development status'?	2020
Model availability	As code
Source code availability (Or provide future intension)	Through CSDMS repository
Source web address
Source csdms web address	https://github.com/csdms-contrib/stm
Program license type	Other
Program license type other	--
Memory requirements	--
Typical run time	--

Describe input parameters	--
Input format
Other input format
Describe output parameters	--
Output format
Other output format
Pre-processing software needed?	No
Describe pre-processing software
Post-processing software needed?	No
Describe post-processing software
Visualization software needed?	No
If above answer is yes
Other visualization software

Describe processes represented by the model	--
Describe key physical parameters and equations	--
Describe length scale and resolution constraints	--
Describe time scale and resolution constraints	--
Describe any numerical limitations and issues	--

Describe available calibration data sets
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing

Do you have current or future plans for collaborating with other researchers?	--

Is there a manual available?	No
Upload manual if available:
Model website if any	http://hydrolab.illinois.edu/people/parkerg/morphodynamics_e-book.htm
Model forum / discussion board

Comments	More will be filled out soon (10/18/2010)

This part will be filled out by CSDMS staff

OpenMI compliant	No but possible
BMI compliant	Yes
WMT component	No but possible
PyMT component
Is this a data component

DOI model	10.1594/IEDA/100133
For model version	1.0
Year version submitted	2011
Link to file	https://csdms.colorado.edu/pub/models/doi-source-code/stm-10.1594.IEDA.100182-1.0.tar.gz

Can be coupled with:

Model info

Authors

Gary Parker

Source code

View in CSDMS GitHub repository

DOI

Download GravelSandTransition version: 1.0
Doi: 10.1594/IEDA/100133

Model citations

Nr. of publications:	1
Total citations:	0
h-index:	--"--" is not a number.
m-quotient:	0

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Introduction

History

References

Nr. of publications:	1
Total citations:	0
h-index:	--"--" is not a number.
m-quotient:	0

Featured publication(s)	Year	Model described	Type of Reference	Citations
Parker, G.; 2011. GravelSandTransition, version 1.0.. , , https://csdms.colorado.edu/pub/models/doi-source-code/stm-10.1594.IEDA.100182-1.0.tar.gz. 10.1594/IEDA/100133 (View/edit entry)	2011	GravelSandTransition	Source code ref.	0
See more publications of GravelSandTransition

Issues

Help

Model_help:GravelSandTransition

Input Files

Output Files

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