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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Wannawong W. | |
dc.contributor.author | Humphries U.W. | |
dc.contributor.author | Wongwises P. | |
dc.contributor.author | Vongvisessomjai S. | |
dc.contributor.author | Lueangaram W. | |
dc.date.accessioned | 2021-04-05T03:36:27Z | - |
dc.date.available | 2021-04-05T03:36:27Z | - |
dc.date.issued | 2010 | |
dc.identifier.issn | 2010376X | |
dc.identifier.other | 2-s2.0-78751609754 | |
dc.identifier.uri | https://ir.swu.ac.th/jspui/handle/123456789/14685 | - |
dc.identifier.uri | https://www.scopus.com/inward/record.uri?eid=2-s2.0-78751609754&partnerID=40&md5=5071f5c9124560ca0d655661a91517bc | |
dc.description.abstract | A numerical analysis of wave and hydrodynamic models is used to investigate the influence of WAve and Storm Surge (WASS) in the regional and coastal zones. The numerical analyzed system consists of the WAve Model Cycle 4 (WAMC4) and the Princeton Ocean Model (POM) which used to solve the energy balance and primitive equations respectively. The results of both models presented the incorporated surface wave in the regional zone affected the coastal storm surge zone. Specifically, the results indicated that the WASS generally under the approximation is not only the peak surge but also the coastal water level drop which can also cause substantial impact on the coastal environment. The wave-induced surface stress affected the storm surge can significantly improve storm surge prediction. Finally, the calibration of wave module according to the minimum error of the significant wave height (Hs) is not necessarily result in the optimum wave module in the WASS analyzed system for the WASS prediction. | |
dc.subject | Coastal environments | |
dc.subject | Coastal storm | |
dc.subject | Coastal water level | |
dc.subject | Energy balance equations | |
dc.subject | Hydrodynamic model | |
dc.subject | Primitive equations | |
dc.subject | Princeton ocean model | |
dc.subject | Significant wave height | |
dc.subject | Storm surge | |
dc.subject | Storm surges | |
dc.subject | Surface stress | |
dc.subject | Wave models | |
dc.subject | Coastal zones | |
dc.subject | Energy balance | |
dc.subject | Floods | |
dc.subject | Fluid dynamics | |
dc.subject | Hydrodynamics | |
dc.subject | Mathematical models | |
dc.subject | Nonlinear equations | |
dc.subject | Numerical analysis | |
dc.subject | Storms | |
dc.subject | Surface waves | |
dc.subject | Water levels | |
dc.subject | Water waves | |
dc.subject | Wave equations | |
dc.subject | Wave energy conversion | |
dc.title | Numerical analysis of wave and hydrodynamic models for energy balance and primitive equations | |
dc.type | Article | |
dc.rights.holder | Scopus | |
dc.identifier.bibliograpycitation | World Academy of Science, Engineering and Technology. Vol 68, No. (2010), p.70-80 | |
Appears in Collections: | Scopus 1983-2021 |
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