Model:2DFLOWVEL: 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=+1 814 865-6892
|Fax=+1 814 865-3191
}}
{{Model identity
|Model type=Single
|Categories=Coastal
|Spatial dimensions=2D
|One-line model description=Tidal & wind-driven coastal circulation routine
|Extended model description=2D unsteady nonlinear tidal & wind-driven coastal circulation
}}
{{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=Seconds to minutes
}}
{{Input - Output description
|Describe input parameters=Time (s) and space (m) descretisation steps, Wind friction coefficient (dimensionless), Chezy Bed friction coefficient (units?), Wind velocity components in x and y (m/s), Coriolis parameter (1/s), Max number of grid points along x direction, Max number of grid points along y direction, Max number of time steps desired, Number of coastal and open boundary nodes, Dependent variables are saved every dat timesteps, Amplitude of the incident long waves (m), Period of the incident long waves (s), Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row.
|Input format=ASCII
|Describe output parameters=Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions
|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=2D, nonlinear long wave equations
|Describe key physical parameters and equations=Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
|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
|Do you have current or future plans for collaborating with other researchers?=None
}}
{{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
|Comments=--
}}
{{Infobox Model
{{Infobox Model
|model name              = 2DFLOWVEL
|model name              = 2DFLOWVEL

Revision as of 15:13, 18 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 +1 814 865-6892
Fax +1 814 865-3191



2DFLOWVEL


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 Seconds to minutes


In/Output

Describe input parameters Time (s) and space (m) descretisation steps, Wind friction coefficient (dimensionless), Chezy Bed friction coefficient (units?), Wind velocity components in x and y (m/s), Coriolis parameter (1/s), Max number of grid points along x direction, Max number of grid points along y direction, Max number of time steps desired, Number of coastal and open boundary nodes, Dependent variables are saved every dat timesteps, Amplitude of the incident long waves (m), Period of the incident long waves (s), Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row.
Input format ASCII
Other input format
Describe output parameters Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions
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 2D, nonlinear long wave equations
Describe key physical parameters and equations Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
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? None
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 --


2DFLOWVEL

Introduction

History

Papers

2DFLOWVEL Questionnaire

Contact Information

Model: 2DFLOWVEL
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 coastal domain.
Description: 2D unsteady nonlinear tidal & wind-driven coastal circulation

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: seconds to hours

Input / Output description

Input parameters: Time (s) and space (m) descretisation steps, Wind friction coefficient (dimensionless), Chezy Bed friction coefficient (units?), Wind velocity components in x and y (m/s), Coriolis parameter (1/s), Max number of grid points along x direction, Max number of grid points along y direction, Max number of time steps desired, Number of coastal and open boundary nodes, Dependent variables are saved every dat timesteps, Amplitude of the incident long waves (m), Period of the incident long waves (s), Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row.
Input format: ASCII
Output parameters: Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions
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: 2D, nonlinear long wave equations
Key physical parameters & equations: Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
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

Template:Download Model

Source

Template:Source Model