Model:RCPWAVE: Difference between revisions
From CSDMS
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|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 | ||
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|State=Mississippi | |State=Mississippi | ||
|Country=USA | |Country=USA | ||
|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 | ||
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|Categories=Coastal | |Categories=Coastal | ||
|Spatial dimensions=2D | |Spatial dimensions=2D | ||
|One-line model description=Regional Coastal Processes Wave Model | |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. | |Extended model description=RCPWAVE is a 2D steady state monocromatic short wave model for simulating wave propagation over arbitrary bahymetry. | ||
}} | }} | ||
{{Start model keyword table}} | |||
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{{Model technical information | {{Model technical information | ||
|Supported platforms=Windows | |Supported platforms=Windows | ||
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|Does model development still take place?=No | |Does model development still take place?=No | ||
|End year development=1989 | |End year development=1989 | ||
|Program license type=Other | |Program license type=Other | ||
|Program license type other=Commercial | |Program license type other=Commercial | ||
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}} | }} | ||
{{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 | ||
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{{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=Model documentation is out of print. Limited copies exist. | ||
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, | 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 | ||
}} | }} | ||
{{CSDMS staff part | {{CSDMS staff part | ||
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|CCA component=No but possible | |CCA component=No but possible | ||
|IRF interface=No but possible | |IRF interface=No but possible | ||
|CMT component=Not yet | |||
}} | }} | ||
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{{End headertab}} | {{End headertab}} | ||
<!-- Edit the part above to update info on other papers --> | <!-- Edit the part above to update info on other papers --> | ||
Revision as of 17:34, 23 June 2011
