DOI QR코드

DOI QR Code

Newton's Method to Determine Fourier Coefficients and Wave Properties for Deep Water Waves

  • JangRyong Shin (Offshore structure design department, Daewoo Shipbuilding & Marine Engineering co., LTD)
  • Received : 2022.11.17
  • Accepted : 2023.02.13
  • Published : 2023.04.30

Abstract

Since Chappelear developed a Fourier approximation method, considerable research efforts have been made. On the other hand, Fourier approximations are unsuitable for deep water waves. The purpose of this study is to provide a Fourier approximation suitable even for deep water waves and a numerical method to determine the Fourier coefficients and the wave properties. In addition, the convergence of the solution was tested in terms of its order. This paper presents a velocity potential satisfying the Laplace equation and the bottom boundary condition (BBC) with a truncated Fourier series. Two wave profiles were derived by applying the potential to the kinematic free surface boundary condition (KFSBC) and the dynamic free surface boundary condition (DFSBC). A set of nonlinear equations was represented to determine the Fourier coefficients, which were derived so that the two profiles are identical at specified phases. The set of equations was solved using Newton's method. This study proved that there is a limit to the series order, i.e., the maximum series order is N=12, and that there is a height limitation of this method which is slightly lower than the Michell theory. The reason why the other Fourier approximations are not suitable for deep water waves is discussed.

Keywords

References

  1. Chakrabarti, S. K. (1987). Hydrodynamics of offshore structures. London, UK: Computational Mechanics Publications.
  2. Chaplin, J. R. (1979). Developments of stream-function wave theory. Journal of Coastal Engineering, 3, 179-205. https://doi.org/10.1016/0378-3839(79)90020-6
  3. Chappelear, J. E. (1961). Direct numerical calculation of wave properties. Journal of Geophysical Research, 66(2), 501-508. https://doi.org/10.1029/JZ066i002p00501
  4. Dean, R. G. (1965). Stream function representation of nonlinear ocean waves. Journal of Geophysical Research, 70(18), 4561-4572. https://doi.org/10.1029/JZ070i018p04561
  5. Dean, R. G. & Dalrymple, R. A. (1984). Water wave mechanics for engineers and scientists. Prentice-Hall, Inc.
  6. Det Norske Veritas (DNV). (2010). Environmental conditions and environmental loads. Recommended Practice DNV-RPC205.
  7. Fenton, J. D. (1988). The numerical solution of steady water wave problems. Computers & Geosciences, 14(3), 357-368. https://doi.org/10.1016/0098-3004(88)90066-0
  8. Fenton, J. D. (1990). Nonlinear wave theories. In B. Le Mehaute, D.M. Hanes (Eds.), Ocean Engineering Science, The Sea, 9, Wiley.
  9. Rienecker, M. M., & Fenton, J. D. (1981). A Fourier Approximation Method for Steady Water Waves. Journal of Fluid Mechanics, 104, 119-137. https://doi.org/10.1017/S0022112081002851
  10. Shin, J. (2016). Analytical Approximation in Deep Water Waves. Journal of Advanced Research in Ocean Engineering, 2(1), 1- 11. https://doi.org/10.5574/JAROE.2016.2.1.001
  11. Shin, J. (2019). A Regression Analysis Result for Water Waves on Irrotational Flow over a Horizontal Bed. International Journal of Offshore Polar Engineering. IJOPE, 29(4), 461-466. https://doi.org/10.17736/ijope.2019.hc17
  12. Shin, J. (2021). A Fourier series approximation for deep-water waves. Journal of Ocean Engineering and Technology, 36(2), 101-107. https://doi.org/10.26748/KSOE.2021.092
  13. Stokes, G. G. (1847). On the Theory of Oscillatory Waves. Transactions of the Cambridge Philosophical Society, 8, 441-473.
  14. Tao, L., Song, H., & Chakrabarti, S. (2007). Nonlinear progressive waves in water of finite depth -an analytic approximation. Coastal Eng., 54(11), 825-834. https://doi.org/10.1016/j.coastaleng.2007.05.008