Theory And Applications Of Ocean Surface Waves

List of Figures

Chapter 1: Introduction

Figure 1.1: Dispersion curves for a progressive wave.
Figure 1.2: A group of waves within a narrow frequency band.
Figure 1.3: The envelope front of a sinusoidal wavetrain.

Chapter 2: Propagation of Transient Waves in Open Water of Essentially Constant Depth

Figure 2.1: Contours for inverse Laplace transform.
Figure 2.2: The real part of exp{ it[ g( k) - g( k 0)]}.
Figure 2.3: Variations of ?, ?' , and ?" with k.
Figure 2.4: Space time plot of dispersive waves between two moving observers.
Figure 2.5: Leading wave due to a symmetrical surface hump or trough. The ordinate is ? [( gh) 1/2 h 2 t] 1/3[ , see Eq. (2.1.42).
Figure 2.6: Leading wave due to antisymmetric ground tilt ?([ ] -1 [( gh) 1/2 h 2 t/2] 2/3, see Eq. (2.1.49).
Figure 2.7: T, - T p, and T pp as functions of p (from Kajiura, 1963, Bull. Earthquake Res. Inst. Univ. Tokyo).
Figure 2.8: Slow rise of amplitude near the wavemaker.
Figure 2.9: Comparison of theory (Miles, 1962) with experiments. The amplitude is measured at 160 ft from the wavemaker; frequency is ? = 5.52 rad/s (from Longuet- Higgins, 1974a, Proceedings, Tenth Symposium on Naval Hydrodynamics. Reproduced by permission of U.S. Office of Naval Research).
Figure 2.10: Effect of group velocity versus phase velocity in deep water C g

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