1991
DOI: 10.1175/1520-0485(1991)021<0782:atgmfw>2.0.co;2
|View full text |Cite
|
Sign up to set email alerts
|

A Third-Generation Model for Wind Waves on Slowly Varying, Unsteady, and Inhomogeneous Depths and Currents

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

4
278
0
5

Year Published

2002
2002
2018
2018

Publication Types

Select...
9
1

Relationship

0
10

Authors

Journals

citations
Cited by 547 publications
(287 citation statements)
references
References 0 publications
4
278
0
5
Order By: Relevance
“…Therefore, the analysis undertaken here would be much simpler if it were possible to assume that deep water wave heights were relatively spatially invariant along the length of the GBR matrix. To investigate whether this assumption could be made, wave data were extracted along the 100 and 2,000 m contours from a 30-yr wave hindcast using WAVEWATCH III (Tolman 1991(Tolman , 2009. The model covered the period from 1979 to 2009 (Durrant et al 2014) and was forced with Climate Forecast System Reanalysis surface winds (CFSR; Saha et al 2010).…”
Section: Wave Heightmentioning
confidence: 99%
“…Therefore, the analysis undertaken here would be much simpler if it were possible to assume that deep water wave heights were relatively spatially invariant along the length of the GBR matrix. To investigate whether this assumption could be made, wave data were extracted along the 100 and 2,000 m contours from a 30-yr wave hindcast using WAVEWATCH III (Tolman 1991(Tolman , 2009. The model covered the period from 1979 to 2009 (Durrant et al 2014) and was forced with Climate Forecast System Reanalysis surface winds (CFSR; Saha et al 2010).…”
Section: Wave Heightmentioning
confidence: 99%
“…The global WAVEWATCH III (WW3) model, operational at the National Centers for Environmental Prediction (NCEP), was first developed for shelf sea applications by Tolman (1991), and is gaining wide acceptance in the wave forecasting community. It is similar to WAM in structure, but incorporates wave-current interactions, a more sophisticated third-order numerical propagation scheme, new formulations of wind input and dissipation source terms (Tolman and Chalikov, 1996;based on Chalikov and Belevich, 1993).…”
Section: List Of Tablesmentioning
confidence: 99%
“…The models of this type, such as WAM 1988, Komen et al, 1994) and WaveWatch III (Tolman, 1991(Tolman, , 1997 This provided a tool for modeling of waves, tides and storm surges caused by hurricanes ( Fleming et al, 2013).…”
Section: Introductionmentioning
confidence: 99%