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Sensitivity of storm wave modeling to wind stress evaluation methods
Author(s) -
Chen Yingjian,
Yu Xiping
Publication year - 2017
Publication title -
journal of advances in modeling earth systems
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 3.03
H-Index - 58
ISSN - 1942-2466
DOI - 10.1002/2016ms000850
Subject(s) - storm , significant wave height , dissipation , sea state , wind wave , momentum (technical analysis) , momentum transfer , wave height , meteorology , wind stress , environmental science , wind wave model , waves and shallow water , wind speed , mechanics , breaking wave , intensity (physics) , geology , atmospheric sciences , wave propagation , physics , oceanography , finance , quantum mechanics , scattering , optics , economics , thermodynamics
The application of the wave boundary layer model (WBLM) for wind stress evaluation to storm wave modeling is studied using Hurricane Katrina (2005) as an example, which is chosen due to its great intensity and good availability of field data. The WBLM is based on the momentum and energy conservation equations and takes into account the physical details of air‐sea interaction processes as well as energy dissipation due to the presence of sea spray. Four widely‐used bulk‐type formulas are also used for comparison. Simulated significant wave heights with WBLM are shown to agree well with the observed data over deep water. The WBLM yields a smaller wind stress coefficient on the left hand side of the hurricane track, which is reasonable considering the effect of the sea state on momentum transfer. Quantitative results show that large differences of the significant wave height are observed in the hurricane core among five wind stress evaluation methods and the differences are up to 12 m, which is in agreement with the general knowlege that the ocean dynamic processes under storm conditions are very sensitive to the amount of momentum exchange at the air‐sea interface. However, it is the depth‐induced energy dissipation, rather than the wind energy input, that dominates the wave height in the shallow water region. A larger value of depth‐induced breaking parameter in the wave model results in better agreement with the measurements over shallow water.

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