Model:ENTRAIN: Difference between revisions

Revision as of 15:53, 23 June 2011

Name	Rudy Slingerland
Type of contact	Model developer
Institute / Organization	Penn State University
Postal address 1	503A Deike Building
Postal address 2
Town / City	University Park
Postal code	16802
State	Pennsylvania
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	sling@geosc.psu.edu
Phone	814 865-6892
Fax	814 865-3191

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ENTRAIN

Metadata

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

Keywords:	sediment entrainment,

Supported platforms	Unix, Linux, Mac OS, Windows
Other platform
Programming language	Fortran77
Other program language
Code optimized	Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development	1992
Does model development still take place?	No
If above answer is no, provide end year model development	1994
Code development status
When did you indicate the 'code development status'?
Model availability	As code
Source code availability (Or provide future intension)	Through CSDMS repository
Source web address
Source csdms web address
Program license type	Other
Program license type other	--
Memory requirements	<512MB
Typical run time	A few seconds

Describe input parameters	Boundary Reynolds Number and Grain Size
Input format	ASCII
Other input format
Describe output parameters	Critical shear stress for entrainment of a noncohesive grain from a homogenous bed
Output format	ASCII
Other output format
Pre-processing software needed?	No
Describe pre-processing software
Post-processing software needed?	No
Describe post-processing software
Visualization software needed?	Yes
If above answer is yes
Other visualization software	Any software that can read ASCII data

Describe processes represented by the model	--
Describe key physical parameters and equations	Uses Yalin and Karahan formulation for calculating the Shield's critical shear stress of the bed
Describe length scale and resolution constraints	--
Describe time scale and resolution constraints	--
Describe any numerical limitations and issues	--

Describe available calibration data sets	See Slingerland et al. (1994)
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	ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
Model forum / discussion board

Comments

This part will be filled out by CSDMS staff

OpenMI compliant	No but possible
BMI compliant	No but possible
WMT component	Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for the "Code CMT compliant or not" property.
PyMT component
Is this a data component

Can be coupled with:

Model info

Authors

Rudy Slingerland

Source code

View in CSDMS GitHub repository

DOI

Download ENTRAIN version: 0.1
Doi: 10.1594/IEDA/100114

Model citations

Nr. of publications:	2
Total citations:	31
h-index:	1
m-quotient:	0.03

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 |Extended model description=Calculates the critical shear stress for entrainment of the median size of each size-density fraction of a bed using Yalin and Karahan formulation, assuming no hiding
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 |Model keywords=sediment entrainment
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 |Supported platforms=Unix, Linux, Mac OS, Windows
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 |CMT component=Not yet
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