Model:2DFLOWVEL: Difference between revisions

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{{Infobox Model
{{Model identity
|model name              = 2DFLOWVEL
|Model type=Single
|developer                = '''Slingerland''', Rudy
|one-line-description    = Tidal & wind-driven coastal circulation routine 
|type                     = Model
|source                  = <linkedimage>wikipage=Model:2DFLOWVEL
tooltip=Download 2DFlowVel
img_src=Green1.png</linkedimage>
}}
}}
{{Start models incorporated}}
{{End a table}}
{{Model identity2
|ModelDomain=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
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=flow dynamics
}}
{{End a table}}
{{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
|Country=United States
|State=Pennsylvania
|Email address=sling@geosc.psu.edu
|Phone=+1 814 865-6892
|Fax=+1 814 865-3191
}}
{{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
|DevelopmentCode=As is, no updates are provided
|DevelopmentCodeYearChecked=2020
|Model availability=As code
|Source code availability=Through CSDMS repository
|Source csdms web address=https://github.com/csdms-contrib/2dflowvel
|Program license type=Other
|Program license type other=--
|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)
}}
{{Users groups model
|Do you have current or future plans for collaborating with other researchers?=None
}}
{{Documentation model
|Manual model available=No
}}
{{Additional comments model
|Comments=--
}}
{{CSDMS staff part
|OpenMI compliant=No but possible
|IRF interface=No but possible
|CMT component=No but possible
|CCA component=No but possible
}}
{{DOI information
|DOI model=10.1594/IEDA/100076
|DOI assigned to model version=0.1
|DOI-year assigned to model version=1994
|DOI-filelink=https://csdms.colorado.edu/pub/models/doi-source-code/2dflowvel-10.1594.IEDA.100076-0.1.tar.gz
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}
<!-- Edit the part above to update info on other papers -->
<!-- Edit the part above to update info on other papers -->


== 2DFLOWVEL ==
__TOC__
===Introduction===
=== History ===
=== Papers ===
=== 2DFLOWVEL Questionnaire ===
==== Contact Information ====
{| class="wikitable"
| class="model_col1"| Model:
| class="model_col2"| 2DFLOWVEL
|-
| class="model_col1"| Contact person:
| class="model_col2"| Rudy Slingerland
|-
| class="model_col1"| Institute:
| class="model_col2"| Penn State University
|-
| class="model_col1"| City:
| class="model_col2"| University Park
|-
| class="model_col1"| Country:
| class="model_col2"| USA
|-
| class="model_col1"| Email:
| class="model_col2"| sling@geosc.psu.edu
|-
| class="model_col1"| 2nd person involved:
| class="model_col2"| --
|-
| class="model_col1"| 3rd person involved:
| class="model_col2"| --
|}
==== Model description ====
{| class="wikitable"
| class="model_col1"| Model type:
| class="model_col2"| Single model for the coastal domain.
|-
| class="model_col1"| Description:
| class="model_col2"| 2D unsteady nonlinear tidal & wind-driven coastal circulation
|}
==== Technical information ====
{| class="wikitable"
| class="model_col1"| Supported platforms:
| class="model_col2"| Unix, Linux, Mac OS X, Windows
|-
| class="model_col1"| Programming language:
| class="model_col2"| Fortran77
|-
| class="model_col1"| Model development started at:
| class="model_col2"| 1992 and ended in 1994
|-
| class="model_col1"| To what degree will the model become available:
| class="model_col2"| Source code will be available
|-
| class="model_col1"| Current license type:
| class="model_col2"| --
|-
| class="model_col1"| Memory requirements:
| class="model_col2"| <512MB
|-
| class="model_col1"| Typical run time:
| class="model_col2"| seconds to hours
|}
==== Input / Output description ====
{| class="wikitable"
| class="model_col1"| Input parameters:
| class="model_col2"| 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.
|-
| class="model_col1"| Input format:
| class="model_col2"| ASCII
|-
| class="model_col1"| Output parameters:
| class="model_col2"| Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions   
|-
| class="model_col1"| Output format:
| class="model_col2"| ASCII
|-
| class="model_col1"| Post-processing software (if needed):
| class="model_col2"| no
|-
| class="model_col1"| Visualization software (if needed):
| class="model_col2"| Yes, any software that can read ASCII data
|}
==== Process description ====
{| class="wikitable"
| class="model_col1"| Processes represented by model:
| class="model_col2"| 2D, nonlinear long wave equations
|-
| class="model_col1"| Key physical parameters & equations:
| class="model_col2"| Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
|-
| class="model_col1"| Length scale & resolution constraints:
| class="model_col2"| --
|-
| class="model_col1"| Time scale & resolution constraints:
| class="model_col2"| --
|-
| class="model_col1"| Numerical limitations and issues :
| class="model_col2"| --
|}
==== Testing ====
{| class="wikitable"
| class="model_col1"| Available calibration data sets:
| class="model_col2"| See Slingerland et al. (1994)
|-
| class="model_col1"| Available test data sets:
| class="model_col2"| --
|-
| class="model_col1"| Ideal data for testing:
| class="model_col2"| --
|}
==== User groups ====
{| class="wikitable"
| class="model_col1"| Currently or plans for collaborating with:
| class="model_col2"| None
|}
==== Documentation ====
{| class="wikitable"
| class="model_col1"| Key papers of the model:
| class="model_col2"| 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.
|-
| class="model_col1"| Is there a manual available:
| class="model_col2"| no
|-
| class="model_col1"| Model website if any:
| class="model_col2"| ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
|}
==== Additional comments ====
{| class="wikitable"
| class="model_col1"| Comments:
| class="model_col2"| --
|}


=== Issues ===


=== Help ===
==Introduction==


=== Input Files ===
== History ==


=== Output Files ===
== References  ==
<br>{{AddReferenceUploadButtons}}<br><br>
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
{{Include_featured_references_models_cargo}}<br>


=== Download ===
== Issues ==
{{Download Model|2dflowvel}}


=== Source ===
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


The source code for this project can be checked out from the CSDMS subversion repository using this command:
== Input Files ==
<code><pre>
# Project members authenticate over HTTPS to allow committing changes.
svn checkout https://csdms.colorado.edu/svn/2dflowvel
</pre></code>
For help on using Subversion please see our [[SVN#Check out models (as developer)|help page]].


[[Category:Coastal]]
== Output Files ==

Latest revision as of 20:16, 16 September 2020



2DFLOWVEL


Metadata

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model
Incorporated models or components:
Spatial dimensions 2D
Spatial extent
Model domain Coastal
One-line model description Tidal & wind-driven coastal circulation routine
Extended model description 2D unsteady nonlinear tidal & wind-driven coastal circulation
Keywords:

flow dynamics,

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 United States
Email address sling@geosc.psu.edu
Phone +1 814 865-6892
Fax +1 814 865-3191


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 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/2dflowvel
Program license type Other
Program license type other --
Memory requirements <512Mb
Typical run time Seconds to minutes


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


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 --


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? None
Is there a manual available? No
Upload manual if available:
Model website if any
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 No but possible
PyMT component
Is this a data component
DOI model 10.1594/IEDA/100076
For model version 0.1
Year version submitted 1994
Link to file https://csdms.colorado.edu/pub/models/doi-source-code/2dflowvel-10.1594.IEDA.100076-0.1.tar.gz
Can be coupled with:
Model info
Authors
Rudy Slingerland
Source code
DOI

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

Link to this page
Other models by author




Introduction

History

References



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



Featured publication(s)YearModel describedType of ReferenceCitations
Slingerland, R.L.; Furlong, K.; Harbaugh, J.; 2008. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures. In: (eds.).. 352.
(View/edit entry)		2008 2DFLOWVEL
BEDLOAD
DELTA
ENTRAIN
ENTRAINH
FLDTA
LITHFLEX1
LITHFLEX2
LOGDIST
LONGPRO
MIDAS
SETTLE
STORM
STVENANT
SUSP
SVELA
TURB
WAVEREF
WINDSEA
YANGs
 Model application 31
Slingerland, R.L.; 1994. 2DFLOWVEL, version 0.1.. , , https://csdms.colorado.edu/pub/models/doi-source-code/2dflowvel-10.1594.IEDA.100076-0.1.tar.gz. 10.1594/IEDA/100076
(View/edit entry)		1994 2DFLOWVEL
 Source code ref. 0
See more publications of 2DFLOWVEL


Issues

Help

Input Files

Output Files

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