Model:WINDSEA: Difference between revisions

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{{Model identity
|Model type=Single
}}
{{Start models incorporated}}
{{End a table}}
{{Model identity2
|ModelDomain=Coastal
|One-line model description=Deep water significant wave height and period simulator during a hurricane routine
|Extended model description=This subroutine computes the deep water significant wave height and period at each point under a hurricane
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=wave dynamics
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=Rudy
|First name=Rudy
|Last name=Slingerland
|Last name=Slingerland
|Type of contact=Model developer
|Type of contact=Model developer
|Institute / Organization=Penn State University  
|Institute / Organization=Penn State University
|Postal address 1=503A Deike Building
|Postal address 1=503A Deike Building
|Town / City=University Park
|Town / City=University Park
|Postal code=16802
|Postal code=16802
|Country=United States
|State=Pennsylvania
|State=Pennsylvania
|Country=USA
|Email address=sling@geosc.psu.edu
|Email address=sling@geosc.psu.edu  
|Phone=+1 814 865-6892
|Phone=+1 814 865-6892
|Fax=+1 814 865-3191  
|Fax=+1 814 865-3191
}}
{{Model identity
|Model type=Single
|Categories=Coastal
|One-line model description=Deep water significant wave height and period simulator during a hurricane routine
|Extended model description=This subroutine computes the deep water significant wave height and period at each point under a hurricane
}}
}}
{{Model technical information
{{Model technical information
Line 26: Line 35:
|Does model development still take place?=No
|Does model development still take place?=No
|End year development=1994
|End year development=1994
|DevelopmentCode=As is, no updates are provided
|DevelopmentCodeYearChecked=2020
|Model availability=As code
|Model availability=As code
|Source code availability=Through CSDMS repository
|Source csdms web address=https://github.com/csdms-contrib/windsea
|Program license type=Other
|Program license type=Other
|Program license type other=--
|Program license type other=--
|OpenMI compliant=No but possible
|Memory requirements=<512MB
|CCA component=No but possible
|IRF interface=No but possible
|Memory requirements=<512MB  
|Typical run time=Minutes
|Typical run time=Minutes
}}
}}
{{Input - Output description
{{Input - Output description
|Describe input parameters=Maximum gradient windspeed 10 m above water (m/s), Radius of maximum wind (km), Pressure difference between eye and ambient (mm Hg), Forward speed of hurricane (m/s), Maximum number of nodes in x direction (postive east), Maximum number of nodes in y direction (positive north), Space step in x direction (m), Space step in y direction (m), X location of eye (m), Y location of eye (m), Storm direction (degrees counterclockwise from east)  
|Describe input parameters=Maximum gradient windspeed 10 m above water (m/s), Radius of maximum wind (km), Pressure difference between eye and ambient (mm Hg), Forward speed of hurricane (m/s), Maximum number of nodes in x direction (postive east), Maximum number of nodes in y direction (positive north), Space step in x direction (m), Space step in y direction (m), X location of eye (m), Y location of eye (m), Storm direction (degrees counterclockwise from east)
|Input format=ASCII
|Input format=ASCII
|Describe output parameters=Deep water significant wave height and period at each point under a hurricane.  
|Describe output parameters=Deep water significant wave height and period at each point under a hurricane.
|Output format=ASCII
|Output format=ASCII
|Pre-processing software needed?=No
|Pre-processing software needed?=No
|Post-processing software needed?=No
|Post-processing software needed?=No
|Visualization software needed?=Yes
|Visualization software needed?=Yes
|Other visualization software=any software that can read ASCII data  
|Other visualization software=any software that can read ASCII data
}}
}}
{{Process description model
{{Process description model
|Describe processes represented by the model=water surface wave genesis  
|Describe processes represented by the model=water surface wave genesis
|Describe key physical parameters and equations=Empirical functions from CERC, U.S. Army Corps of Engineers  
|Describe key physical parameters and equations=Empirical functions from CERC, U.S. Army Corps of Engineers
|Describe length scale and resolution constraints=--
|Describe length scale and resolution constraints=--
|Describe time scale and resolution constraints=--
|Describe time scale and resolution constraints=--
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}}
}}
{{Model testing
{{Model testing
|Describe available calibration data sets=See Slingerland et al. (1994)  
|Describe available calibration data sets=See Slingerland et al. (1994)
|Describe available test data sets=--
|Describe ideal data for testing=--
}}
}}
{{Users groups model
{{Users groups model
Line 61: Line 69:
}}
}}
{{Documentation 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
|Manual model available=No
|Model website if any=ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
}}
}}
{{Additional comments model}}
{{Additional comments model}}
{{Infobox Model
{{CSDMS staff part
|model name              = WINDSEA
|OpenMI compliant=No but possible
|developer                = '''Slingerland''', Rudy
|IRF interface=No but possible
|one-line-description    = Deep water significant wave height and period simulator during a hurricane routine 
|CMT component=No but possible
|type                    = Subroutine
|CCA component=No but possible
|source                  = <linkedimage>wikipage=Model:WINDSEA
tooltip=Download WINDSEA
img_src=Green1.png</linkedimage>
}}
}}
{{DOI information
|DOI model=10.1594/IEDA/100181
|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/windsea-10.1594.IEDA.100181-0.1.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 -->


== WINDSEA ==
__TOC__
===Introduction===
=== History ===
=== Papers ===
=== WINDSEA Questionnaire ===
==== Contact Information ====
{| class="wikitable"
| class="model_col1"| Model:
| class="model_col2"| WINDSEA
|-
| 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"| This subroutine computes the deep water significant wave height and period at each point under a hurricane
|}
==== 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 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"| minutes
|}
==== Input / Output description ====
{| class="wikitable"
| class="model_col1"| Input parameters:
| class="model_col2"| Maximum gradient windspeed 10 m above water (m/s), Radius of maximum wind (km), Pressure difference between eye and ambient (mm Hg), Forward speed of hurricane (m/s), Maximum number of nodes in x direction (postive east), Maximum number of nodes in y direction (positive north), Space step in x direction (m), Space step in y direction (m), X location of eye (m), Y location of eye (m), Storm direction (degrees counterclockwise from east)
|-
| class="model_col1"| Input format:
| class="model_col2"| ASCII
|-
| class="model_col1"| Output parameters:
| class="model_col2"| Deep water significant wave height and period at each point under a hurricane.   
|-
| 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"| water surface wave genesis
|-
| class="model_col1"| Key physical parameters & equations:
| class="model_col2"| Empirical functions from CERC, U.S. Army Corps of Engineers
|-
| 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|windsea}}


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


== Input Files ==


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

Latest revision as of 20:19, 16 September 2020



WINDSEA


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
Spatial extent
Model domain Coastal
One-line model description Deep water significant wave height and period simulator during a hurricane routine
Extended model description This subroutine computes the deep water significant wave height and period at each point under a hurricane
Keywords:

wave 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/windsea
Program license type Other
Program license type other --
Memory requirements <512MB
Typical run time Minutes


Describe input parameters Maximum gradient windspeed 10 m above water (m/s), Radius of maximum wind (km), Pressure difference between eye and ambient (mm Hg), Forward speed of hurricane (m/s), Maximum number of nodes in x direction (postive east), Maximum number of nodes in y direction (positive north), Space step in x direction (m), Space step in y direction (m), X location of eye (m), Y location of eye (m), Storm direction (degrees counterclockwise from east)
Input format ASCII
Other input format
Describe output parameters Deep water significant wave height and period at each point under a hurricane.
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 water surface wave genesis
Describe key physical parameters and equations Empirical functions from CERC, U.S. Army Corps of Engineers
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/100181
For model version 0.1
Year version submitted 1994
Link to file https://csdms.colorado.edu/pub/models/doi-source-code/windsea-10.1594.IEDA.100181-0.1.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. WINDSEA, version 0.1.. , , https://csdms.colorado.edu/pub/models/doi-source-code/windsea-10.1594.IEDA.100181-0.1.tar.gz. 10.1594/IEDA/100181
(View/edit entry)		1994 WINDSEA
 Source code ref. 0
See more publications of WINDSEA


Issues

Help

Input Files

Output Files

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