Model:RCPWAVE: Difference between revisions

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{{Model identity
|Model type=Modular
}}
{{Model identity2
|ModelDomain=Coastal
|Spatial dimensions=2D
|One-line model description=Regional Coastal Processes Wave Model
|Extended model description=RCPWAVE is a 2D steady state monocromatic short wave model for simulating wave propagation over arbitrary bahymetry.
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=wave model
}}
{{Model keywords
|Model keywords=nearshore
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=Mark
|First name=Mark
|Last name=Gravens
|Last name=Gravens
|Type of contact=Model developer
|Type of contact=Model developer
|Institute / Organization=US  
|Institute / Organization=US
|Postal address 1=3909 Halls Ferry Road
|Postal address 1=3909 Halls Ferry Road
|Town / City=Vicksburg
|Town / City=Vicksburg
|Postal code=39180
|Postal code=39180
|State=Mississippi
|State=Mississippi
|Country=USA
|Country=United States
|Email address=Mark.B.Gravens@erdc.usace.army.mil  
|Email address=Mark.B.Gravens@erdc.usace.army.mil
|Phone=601-634-3809
|Phone=601-634-3809
|Fax=601-634-4314
|Fax=601-634-4314
}}
{{Model identity
|Model type=Modular
|Categories=Coastal
|Spatial dimensions=2D
|One-line model description=Regional Coastal Processes Wave Model
|Extended model description=RCPWAVE is a 2D steady state monocromatic short wave model for simulating wave propagation over arbitrary bahymetry.
}}
}}
{{Model technical information
{{Model technical information
Line 27: Line 37:
|Does model development still take place?=No
|Does model development still take place?=No
|End year development=1989
|End year development=1989
|Model availability=As executable
|Source code availability=Through owner
|Program license type=Other
|Program license type=Other
|Program license type other=Commercial
|Program license type other=Commercial
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|Memory requirements=Typical
|Memory requirements=Typical
|Typical run time=Minutes to hours
|Typical run time=Minutes to hours
}}
}}
{{Input - Output description
{{Input - Output description
|Describe input parameters=2D bathymetric grid, offshore boundary wave height period and direction  
|Describe input parameters=2D bathymetric grid, offshore boundary wave height period and direction
|Input format=ASCII, Binary
|Input format=ASCII, Binary
|Describe output parameters=wave height, period, and direction throughout the specified computational domain  
|Describe output parameters=wave height, period, and direction throughout the specified computational domain
|Output format=ASCII, Binary
|Output format=ASCII, Binary
|Pre-processing software needed?=Yes
|Pre-processing software needed?=Yes
|Describe pre-processing software=Yes, pre- and post-processing, and visualiztion tools provided in software package  
|Describe pre-processing software=Yes, pre- and post-processing, and visualiztion tools provided in software package
|Post-processing software needed?=Yes
|Post-processing software needed?=Yes
|Describe post-processing software=Yes, pre- and post-processing, and visualiztion tools provided in software package  
|Describe post-processing software=Yes, pre- and post-processing, and visualiztion tools provided in software package
|Visualization software needed?=Yes
|Visualization software needed?=Yes
|Other visualization software=Provided
|Other visualization software=Provided
}}
}}
{{Process description model
{{Process description model
|Describe processes represented by the model=Computes wave refraction and diffraction processes over an arbitrary bathymetry constrained only to have mild bottom slopes.  
|Describe processes represented by the model=Computes wave refraction and diffraction processes over an arbitrary bathymetry constrained only to have mild bottom slopes.
|Describe key physical parameters and equations=Linear nearshore wave transformation numerical model for estimating wave transformation over an arbitrary bathymetry constrained to have mild bottom slopes. The model is based on the numerical solution of the parabolic approximation of the velocity potential of the forward scattered wave field.  
|Describe key physical parameters and equations=Linear nearshore wave transformation numerical model for estimating wave transformation over an arbitrary bathymetry constrained to have mild bottom slopes. The model is based on the numerical solution of the parabolic approximation of the velocity potential of the forward scattered wave field.
|Describe length scale and resolution constraints=regional scale model  
|Describe length scale and resolution constraints=regional scale model
|Describe time scale and resolution constraints=Steady state model  
|Describe time scale and resolution constraints=Steady state model
|Describe any numerical limitations and issues=Linear wave theory  
|Describe any numerical limitations and issues=Linear wave theory
}}
}}
{{Model testing
{{Model testing
|Describe available calibration data sets=--
|Describe available calibration data sets=
|Describe available test data sets=--
|Describe available test data sets=
|Describe ideal data for testing=--
|Describe ideal data for testing=
}}
}}
{{Users groups model
{{Users groups model
Line 65: Line 70:
}}
}}
{{Documentation model
{{Documentation model
|Provide key papers on model if any=Model documentation is out of print. Limited copies exist.
|Provide key papers on model if any=Key Papers:
Ebersole, B.A., Cialone, M.A. and Prater, M.D., (1986). "Regional Coastal Processes Numerical Modeling System, Report 1, RCPWAVE - A Linear Wave Propagation Model for Engineering Use", Technical Report CERC-86-4, Waterways Experiment Station, US Army Corps of Engineers, Vicksburg MS,
* '''Bruce A.Ebersole, 1985. Refraction-Diffraction Model for Linear Water Waves. Journal of Waterway, Port, Coastal and Ocean Engineering, 111(6):939~953.'''
 
* '''Ebersole, B.A., Cialone, M.A. and Prater, M.D., (1986). "Regional Coastal Processes Numerical Modeling System, Report 1, RCPWAVE - A Linear Wave Propagation Model for Engineering Use", Technical Report CERC-86-4, Waterways Experiment Station, US Army Corps of Engineers, Vicksburg MS.'''
|Manual model available=No
|Manual model available=No
}}
}}
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|Comments=RCPWAVE is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).
|Comments=RCPWAVE is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).


http://chl.erdc.usace.army.mil/cedas  
http://chl.erdc.usace.army.mil/cedas
}}
}}
{{Infobox Model
{{CSDMS staff part
|model name              = RCPWAVE
|OpenMI compliant=No but possible
|developer                = '''Gravens''', Mark
|CCA component=No but possible
|one-line-description    = Regional Coastal Processes Wave Model
|IRF interface=No but possible
|type                    = Model
|CMT component=No but possible
|source                  = [[image:Yellow1.png]]
}}
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}
{{NOINDEX}}
<!-- Edit the part above to update info on other papers -->
<!-- Edit the part above to update info on other papers -->


== RCPWAVE ==
==Introduction==
__TOC__
===Introduction===
 
=== History ===
 
=== Papers ===
 
=== RCPWAVE Questionnaire ===
 
==== Contact Information ====
 
{| class="wikitable"
| class="model_col1"| Model:
| class="model_col2"| RCPWAVE
|-
| class="model_col1"| Contact person:
| class="model_col2"| Mark Gravens (model developer)
|-
| class="model_col1"| Institute:
| class="model_col2"| US Army Corps of Engineers
|-
| class="model_col1"| City:
| class="model_col2"| Vicksburg, Mississippi
|-
| class="model_col1"| Country:
| class="model_col2"| USA
|-
| class="model_col1"| Email:
| class="model_col2"| Mark.B.Gravens@erdc.usace.army.mil
|-
| 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"| Modular model for the coastal domain.
|-
| class="model_col1"| Description:
| class="model_col2"| RCPWAVE is a 2D steady state monocromatic short wave model for simulating wave propagation over arbitrary bahymetry.
|-
|}
 
==== Technical information ====
 
{| class="wikitable" 
| class="model_col1"| Supported platforms:
| class="model_col2"| Windows
|-
| class="model_col1"| Programming language:
| class="model_col2"| Fortran77
|-
| class="model_col1"| Model development started at:
| class="model_col2"| 1984 and stopped in 1989
|-
| class="model_col1"| To what degree will the model become available:
| class="model_col2"| Executable
|-
| class="model_col1"| Current license type:
| class="model_col2"| GPL v2, Commercial
|-
| class="model_col1"| Memory requirements:
| class="model_col2"| typical
|-
| class="model_col1"| Typical run time:
| class="model_col2"| minutes to hours
|}
 
==== Input / Output description ====
 
{| class="wikitable"
| class="model_col1"| Input parameters:
| class="model_col2"| 2D bathymetric grid, offshore boundary wave height period and direction
|-
| class="model_col1"| Input format:
| class="model_col2"| ASCII, Binary
|-
| class="model_col1"| Output parameters:
| class="model_col2"| wave height, period, and direction throughout the specified computational domain
|-
| class="model_col1"| Output format:
| class="model_col2"| ASCII, Binary
|-
| class="model_col1"| Post-processing software (if needed):
| class="model_col2"| Yes, pre- and post-processing, and visualiztion tools provided in software package
|-
| class="model_col1"| Visualization software (if needed):
| class="model_col2"| Yes, provided
|}
 
==== Process description ====
 
{| class="wikitable"
| class="model_col1"| Processes represented by model:
| class="model_col2"| Computes wave refraction and diffraction processes over an arbitrary bathymetry constrained only to have mild bottom slopes.
|-
| class="model_col1"| Key physical parameters & equations:
| class="model_col2"| Linear nearshore wave transformation numerical model for estimating wave transformation over an arbitrary bathymetry constrained to have mild bottom slopes.  The model is based on the numerical solution of the parabolic approximation of the velocity potential of the forward scattered wave field.
|-
| class="model_col1"| Length scale & resolution constraints:
| class="model_col2"| regional scale model
|-
| class="model_col1"| Time scale & resolution constraints:
| class="model_col2"| Steady state model
|-
| class="model_col1"| Numerical limitations and issues :
| class="model_col2"| Linear wave theory
|}
 
==== Testing ====
 
{| class="wikitable"
| class="model_col1"| Available calibration data sets:
| class="model_col2"| --
|-
| 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"| --
|}
 
==== Documentation ====
 
{| class="wikitable"
| class="model_col1"| Key papers of the model:
| class="model_col2"| Model documentation is out of print.  Limited copies exist.<br> Ebersole, B.A., Cialone, M.A. and Prater, M.D., (1986). "Regional Coastal Processes Numerical Modeling System, Report 1, RCPWAVE - A Linear Wave Propagation Model for Engineering Use", Technical Report CERC-86-4, Waterways Experiment Station, US Army Corps of Engineers, Vicksburg MS,
|-
| class="model_col1"| Is there a manual available:
| class="model_col2"| No
|-
| class="model_col1"| Model website if any:
| class="model_col2"| --
|}
 
==== Additional comments ====
 
{| class="wikitable"
| class="model_col1"| Comments:
| class="model_col2"| RCPWAVE is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).
http://chl.erdc.usace.army.mil/cedas
|}
 
=== Issues ===


=== Help ===
== History ==


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


=== Output Files ===
== Issues ==


=== Download ===
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}
==== Command-Line Access ====


==== GUI and IDE Access ====
== Input Files ==


==== Subversion Help ====
== Output Files ==


[[Category:Coastal]]
[[Category:Source code not available]]

Latest revision as of 20:14, 16 September 2020



RCPWAVE


Metadata

Also known as
Model type Modular
Model part of larger framework
Note on status model
Date note status model
Spatial dimensions 2D
Spatial extent
Model domain Coastal
One-line model description Regional Coastal Processes Wave Model
Extended model description RCPWAVE is a 2D steady state monocromatic short wave model for simulating wave propagation over arbitrary bahymetry.
Keywords:

wave model, nearshore,

Name Mark Gravens
Type of contact Model developer
Institute / Organization US
Postal address 1 3909 Halls Ferry Road
Postal address 2
Town / City Vicksburg
Postal code 39180
State Mississippi
Country United States
Email address Mark.B.Gravens@erdc.usace.army.mil
Phone 601-634-3809
Fax 601-634-4314


Supported platforms
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 1984
Does model development still take place? No
If above answer is no, provide end year model development 1989
Code development status
When did you indicate the 'code development status'?
Model availability
Source code availability
(Or provide future intension)
Source web address
Source csdms web address
Program license type Other
Program license type other Commercial
Memory requirements Typical
Typical run time Minutes to hours


Describe input parameters 2D bathymetric grid, offshore boundary wave height period and direction
Input format ASCII, Binary
Other input format
Describe output parameters wave height, period, and direction throughout the specified computational domain
Output format ASCII, Binary
Other output format
Pre-processing software needed? Yes
Describe pre-processing software Yes, pre- and post-processing, and visualiztion tools provided in software package
Post-processing software needed? Yes
Describe post-processing software Yes, pre- and post-processing, and visualiztion tools provided in software package
Visualization software needed? Yes
If above answer is yes
Other visualization software Provided


Describe processes represented by the model Computes wave refraction and diffraction processes over an arbitrary bathymetry constrained only to have mild bottom slopes.
Describe key physical parameters and equations Linear nearshore wave transformation numerical model for estimating wave transformation over an arbitrary bathymetry constrained to have mild bottom slopes. The model is based on the numerical solution of the parabolic approximation of the velocity potential of the forward scattered wave field.
Describe length scale and resolution constraints regional scale model
Describe time scale and resolution constraints Steady state model
Describe any numerical limitations and issues Linear wave theory


Describe available calibration data sets
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
Model forum / discussion board
Comments RCPWAVE is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).

http://chl.erdc.usace.army.mil/cedas


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
Can be coupled with:
Model info
Authors
Mark Gravens
Source code
Model citations
Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0
QR-code

Link to this page
Other models by author

Template:RCPWAVE autokeywords


Introduction

History

References



Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0


See more publications of RCPWAVE

Issues

Help

Input Files

Output Files

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