R.J. Sobey, S.A. Hughes r Coastal Engineering 36 (1999) 1736
31
Fig. 6. LFI-PUVw3,3,0.1x predictions for wave `Five'.
Similarly excellent agreement is achieved for waves `Five' and `Hundred', respec-
tively, in wave shallow and wave deep water. Comparisons of LFI-PUVw3,3,0.1x
solutions and near-exact Fourier kinematics are shown in Figs. 6 and 7. Collectively,
waves `Five', `Twenty' and `Hundred' demonstrate the suitability of the LFI-PUV
algorithm under expected operational conditions from wave shallow through wave
transitional to wave deep water.
7. Measured wave traces