Model:ENTRAIN: Difference between revisions

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{{Modeler information
|First name=Rudy
|Last name=Slingerland
|Type of contact=Model developer
|Institute / Organization=Penn State University
|Postal address 1=503A Deike Building
|Town / City=University Park
|Postal code=16802
|State=Pennsylvania
|Country=USA
|Email address=sling@geosc.psu.edu
|Phone=814 865-6892
|Fax=814 865-3191
}}
{{Model identity
|Model type=Single
|Categories=Terrestrial
|One-line model description=Simulates critical shear stress of median grain sizes
|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
}}
{{Model technical information
|Supported platforms=Unix, Linux, Mac OS, Windows
|Programming language=Fortran77
|Code optimized=Single Processor
|Start year development=1992
|Does model development still take place?=No
|End year development=1994
|Model availability=As code
|Source code availability=Through CSDMS repository
|Program license type=Other
|Program license type other=--
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|Memory requirements=<512MB
|Typical run time=A few seconds
}}
{{Input - Output description
|Describe input parameters=Boundary Reynolds Number and Grain Size
|Input format=ASCII
|Describe output parameters=Critical shear stress for entrainment of a noncohesive grain from a homogenous bed
|Output format=ASCII
|Pre-processing software needed?=No
|Post-processing software needed?=No
|Visualization software needed?=Yes
|Other visualization software=Any software that can read ASCII data
}}
{{Process description model
|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=--
}}
{{Model testing
|Describe available calibration data sets=See Slingerland et al. (1994)
|Describe available test data sets=--
|Describe ideal data for testing=--
}}
{{Users groups model}}
{{Documentation model
|Provide key papers on model if any=Slingerland, R.L., K. Furlong and J. Harbaugh, 1994. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures , Prentice Hall, Englewood Clifss, NJ:219 pp.
|Manual model available=No
|Model website if any=ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
}}
{{Additional comments model}}
{{Infobox Model
{{Infobox Model
|model name              = ENTRAIN
|model name              = ENTRAIN

Revision as of 10:45, 25 September 2009

Contact

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



ENTRAIN


Metadata

Summary

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

Technical specs

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


In/Output

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


Process

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 --


Testing

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 --


Other

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


ENTRAIN

Introduction

History

Papers

ENTRAIN Questionnaire

Contact Information

Model: ENTRAIN
Contact person: Rudy Slingerland
Institute: Penn State University
City: University Park
Country: USA
Email: sling@geosc.psu.edu
2nd person involved: --
3rd person involved: --

Model description

Model type: Single model for the terrestrial domain.
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

Technical information

Supported platforms: Unix, Linux, Mac OS X, Windows
Programming language: Fortran77
Model development started at: 1992 and ended in 1994
To what degree will the model become available: Source code will be available
Current license type: --
Memory requirements: <512MB
Typical run time: a few seconds

Input / Output description

Input parameters: Boundary Reynolds Number and Grain Size
Input format: ASCII
Output parameters: Critical shear stress for entrainment of a noncohesive grain from a homogenous bed
Output format: ASCII
Post-processing software (if needed): no
Visualization software (if needed): Yes, any software that can read ASCII data

Process description

Processes represented by model: --
Key physical parameters & equations: Uses Yalin and Karahan formulation for calculating the Shield's critical shear stress of the bed
Length scale & resolution constraints: --
Time scale & resolution constraints: --
Numerical limitations and issues : --

Testing

Available calibration data sets: See Slingerland et al. (1994)
Available test data sets: --
Ideal data for testing: --

User groups

Currently or plans for collaborating with: None

Documentation

Key papers of the model: Slingerland, R.L., K. Furlong and J. Harbaugh, 1994. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures , Prentice Hall, Englewood Clifss, NJ:219 pp.
Is there a manual available: no
Model website if any: ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/

Additional comments

Comments: --

Issues

Help

Input Files

Output Files

Download

Source-Code Snapshots

Entrain is not a stand-alone model but is part of Midas. You can obtain it by downloading the Midas distribution and grabbing entrain.f from it.

Source-code snapshots of Midas are available via ftp at:

http://csdms.colorado.edu/pub/models/midas

The latest version:

midas-latest.tar.gz

Source

Source Code

Entrain is not a stand-alone model but is part of Midas. You can obtain the source code through the Midas repository or view the most recent version here: https://mp.colorado.edu/svn/midas/trunk/entrain.f.

The source code for Midas can be checked out from the CSDMS subversion repository using this command: <geshi lang=bash>

  1. Project members authenticate over HTTPS to allow committing changes.

svn checkout https://csdms.colorado.edu/svn/midas </geshi> For help on using Subversion please see our help page.