全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

Validation and Coupling of the SWAN Wave Prediction Model by WRF for the Persian Gulf

DOI: 10.4236/ojms.2017.71003, PP. 22-34

Keywords: Wave Prediction, SWAN Model, Validation, WRF Model and Coupling

Full-Text   Cite this paper   Add to My Lib

Abstract:

Generation of waves is affected by forces that exerted constantly in the oceans. The most obvious reason for the appearance of surface-waves is a process of interaction between atmosphere and sea surface that results in wind generation. Wave predictions are usually issued for a maximum of a few days for using in different fields such as shipping, fishing, oil industry, tourism, and to increase the safety of seafarers and beach habitants, maintaining economic assets and optimal utilization of natural resources. In this study, SWAN model has been run for this research over the Oman sea and the Persian Gulf. For implementation of SWAN, another dynamic model with prediction ability of 99-hours also has been used. In this example, wind field is obtained from the outputs of the WRF model converted to the required format for SWAN model. The computational network of SWAN model has been set to spatial grid points of 6 minutes with 1-hour temporal scale. Standard validation ways, including experimental verification, Multiplicative Bias, Mean Error and Root Mean Square Error are used in this study by comparing together for evaluation of accuracy of the model outputs. The results show that the prediction of wave heights by the model for 9 to 24-hour prediction could be the most accurate.

References

[1]  Tsai, C.-C., Hou, T.-H., Popinet, S. and Chao, Y.Y. (2013) Prediction of Waves Generated by Tropical Cyclones with a Quadtree Adaptive Model. Coastal Engineering, 77, 108-119.
https://doi.org/10.1016/j.coastaleng.2013.02.011
[2]  Holthuijsen, L.H., et al. (2000) SWAN Cycle III Version 40.11 User Manual. Delft University of Technology Department of Civil Engineering, The Netherlands.
[3]  Booij, N., Ris, R. and Holthuijsen, L. (1999) A Third-Generation Wave Model for Coastal Regions. I—Model Description and Validation. Journal of Geophysical Research, 104, 7649-7666.
https://doi.org/10.1029/98JC02622
[4]  WAMDI Group (1988) The WAM Model—A Third Generation Ocean Wave Prediction Model. Journal of Physical Oceanography, 18, 1775-1810.
https://doi.org/10.1175/1520-0485(1988)018<1775:TWMTGO>2.0.CO;2
[5]  Komen, G.J., Cavaleri, L., Donelan, M., Hasselmann, K., Hasselmann, S. and Janssen, P.A.E.M. (1994) Dynamics and Modelling of Ocean Waves. Cambridge University Press, New York, 532 p.
https://doi.org/10.1017/CBO9780511628955
[6]  Tolman, H. (1991) A Third-Generation Model for Wind Waves on Slowly Varying, Unsteady, and Inhomogeneous Depths and Currents. Journal of Physical Oceanography, 21, 782-797.
https://doi.org/10.1175/1520-0485(1991)021<0782:ATGMFW>2.0.CO;2
[7]  Miles, J.W. (1981) Hamiltonian Formulations for Surface Waves. Applied Scientific Research, 37, 103-110.
https://doi.org/10.1007/BF00382621
[8]  Radder, A.C. (1992) An Explicit Hamiltonian Formulation of Surface Waves in Water of Finite Depth. Journal of Fluid Mechanics, 237, 435-455.
https://doi.org/10.1017/S0022112092003483
[9]  Peregrine, D.H. (1966) Long Waves on a Beach. Journal of Fluid Mechanics, 27, 815-827.
https://doi.org/10.1017/S0022112067002605
[10]  Freilich, M.H. and Guza, R.T. (1984) Nonlinear Effects on Shoaling Surface Gravity Waves, Philos. Philosophical Transactions of the Royal Society A, A311, 1-41.
[11]  Madsen, P.A. and S?rensen, O.R. (1992) A New Form of the Boussinesq Equations with Improved Linear Dispersion Characteristics, 2, A Slowly-Varying Bathymetry. Coastal Engineering, 18, 183-205.
https://doi.org/10.1016/0378-3839(92)90019-Q
[12]  Berkhoff, J.C.W. (1972) Computation of Combined Refraction-Diffraction. Proceedings of 13th International Conference on Coastal Engineering, Vancouver, Canada, 1973, 471-490.
https://doi.org/10.1061/9780872620490.027
[13]  Radder, A.C. (1979) On the Parabolic Equation Method for WATER-Wave Propagation. Journal of Fluid Mechanics, 95, 159-176.
https://doi.org/10.1017/S0022112079001397
[14]  Kirby, J.T. (1986) Higher-Order Approximation in the Parabolic Equation Method for Water Waves. Journal of Geophysical Research, 91, 933-952.
https://doi.org/10.1029/JC091iC01p00933
[15]  Dykes James, D., Larry Hsu, Y. and Erick Rogers, W. (2002) The Development of an Operational SWAN Model for NGLI. Proceedings of the Oceans 2002 MTS/IEEE Conference, Biloxi, Mississippi, 859-866.
[16]  Al-Salem, K., Rakha, K., Sulisz, W. and Al-Nassaar, W. (2005) Verification of a WAM Model for the Arabian Gulf. Arabian Coast Conference, Dubai/Kuwait, 15 October 2005.
[17]  SWAN Team (2008) Swan User Manual. Delft University of Technology, The Netherlands.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133