Model:STWAVE: Difference between revisions
Created page with '{{Modeler information |First name=Jane |Last name=Smith |Type of contact=Model developer |Institute / Organization=US Army Corps of Engineers, Coastal and Hydraulics Laboratory |…' |
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|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=Massachusetts | |State=Massachusetts | ||
|Country=USA | |Country=USA | ||
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|Model type=Modular | |Model type=Modular | ||
|Categories=Coastal | |Categories=Coastal | ||
|Spatial dimensions= | |Spatial dimensions=3D | ||
|Spatialscale=Landscape-Scale, Watershed-Scale | |Spatialscale=Landscape-Scale, Watershed-Scale | ||
|One-line model description=Steady-State Spectral Wave Model | |One-line model description=Steady-State Spectral Wave Model | ||
|Extended model description=STWAVE (STeady State spectral WAVE) is an easy-to-apply, flexible, robust, half-plane model for nearshore wind-wave growth and propagation. STWAVE simulates depth-induced wave refraction and shoaling, current-induced refraction and shoaling, depth- and steepness-induced wave breaking, diffraction, parametric wave growth because of wind input, and wave-wave interaction and white capping that redistribute and dissipate energy in a growing wave field. | |Extended model description=STWAVE (STeady State spectral WAVE) is an easy-to-apply, flexible, robust, half-plane model for nearshore wind-wave growth and propagation. STWAVE simulates depth-induced wave refraction and shoaling, current-induced refraction and shoaling, depth- and steepness-induced wave breaking, diffraction, parametric wave growth because of wind input, and wave-wave interaction and white capping that redistribute and dissipate energy in a growing wave field. | ||
}} | }} | ||
{{Model technical information | {{Model technical information | ||
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Breaker Index Fields | Breaker Index Fields | ||
Radiation Stress Gradient Fields | Radiation Stress Gradient Fields | ||
|Pre-processing software needed?= | |Output format=ASCII | ||
|Pre-processing software needed?=Yes | |||
|Describe pre-processing software=To | |||
assist STWAVE users in generating input files and visualizing output files, a user | |||
interface has been built for STWAVE within the Surface-water Modeling System | |||
(Brigham Young University Engineering Computer Graphics Laboratory | |||
(ECGL) 1997). The SMS interface supports grid generation, interpolation of | |||
current fields, generation of input spectra, visualization of wave heights, periods, | |||
and directions, and visualization of output spectra. U.S. Army Corps of | |||
Engineers users are supported through the Coastal and Hydraulics Laboratory | |||
(http://chl.wes.army.mil/software/sms/), and non-Corps users can get information | |||
from ECGL (http://www.ecgl.byu.edu | |||
|Post-processing software needed?=No | |Post-processing software needed?=No | ||
|Visualization software needed?= | |Visualization software needed?=Yes | ||
|Other visualization software=The SMS interface supports grid generation, interpolation of current fields, generation of input spectra, visualization of wave heights, periods, and directions, and visualization of output spectra. U.S. Army Corps of Engineers users are supported through the Coastal and Hydraulics Laboratory (http://chl.wes.army.mil/software/sms/), and non-Corps users can get information from ECGL (http://www.ecgl.byu.edu). | |||
}} | }} | ||
{{Process description model | {{Process description model | ||
|Describe processes represented by the model=STWAVE simulates depth-induced wave refraction and shoaling, current- | |||
induced refraction and shoaling, depth- and steepness-induced wave breaking, | |||
diffraction, wind-wave growth, and wave-wave interaction and whitecapping that | |||
redistribute and dissipate energy in a growing wave field. | |||
|Describe key physical parameters and equations=See manual, is uploaded | |||
|Describe length scale and resolution constraints=-- | |||
|Describe time scale and resolution constraints=-- | |||
|Describe any numerical limitations and issues=Model Assumptions | |Describe any numerical limitations and issues=Model Assumptions | ||
* Mild bottom slope and negligible wave reflection | * Mild bottom slope and negligible wave reflection | ||
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* Linear refraction and shoaling | * Linear refraction and shoaling | ||
* Depth-uniform current | * Depth-uniform current | ||
* Bottom friction is neglected | * Bottom friction is neglected | ||
}} | }} | ||
{{Model testing | {{Model testing | ||
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{{Users groups model | {{Users groups model | ||
|Do you have current or future plans for collaborating with other researchers?=Corps Districts Offices, other Government Agencies, Universities, and Private | |Do you have current or future plans for collaborating with other researchers?=Corps Districts Offices, other Government Agencies, Universities, and Private | ||
Consultants. | Consultants. | ||
}} | }} | ||
{{Documentation model | {{Documentation model | ||
|Manual model available=Yes | |Manual model available=Yes | ||
|Model manual=Erdc-chl-sr-01-11.pdf, | |Model manual=Erdc-chl-sr-01-11.pdf, | ||
|Model website if any=http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=SOFTWARE;9 | |Model website if any=http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=SOFTWARE;9 | ||
|Model forum=-- | |Model forum=-- |
Revision as of 11:22, 23 November 2009
Contact
Name | Jane Smith |
Type of contact | Model developer |
Institute / Organization | US Army Corps of Engineers, Coastal and Hydraulics Laboratory |
Postal address 1 | 3909 Halls Ferry Road |
Postal address 2 | |
Town / City | Vicksburg |
Postal code | 39180 |
State | Massachusetts |
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 | Jane.M.Smith@usace.army.mil |
Phone | 601-634-2079 |
Fax |
STWAVE
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