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This experimental phenomenology has fostered numerous computational and analytical studies on theoretical models for wave propagation.

Therefore, numerical models for wave and sediment transport are widely used by coastal engineers.

Two estimation methods based on analytical models for wave propagation in viscoelastic homogenous beams are tested.

In this study, we apply two effective methods to the nonlinear evolution equation used to describe the new versions of different mathematical models for wave motion and propagations.

The results of the unadjusted and adjusted models for Wave 0 are summarised in Table  3, with self-rated health as the dependent variable (the model computed the odds of reporting poor self-rated health against the reference category of fair/good health).

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For a description of the properties of wave perturbations with vertical scales of the order of the changes of the background atmospheric parameters, or greater, it is assumed that the use of models for wave-characteristics calculations is adequate.

The numerical results for different tests show good agreement of both models for waves of very small and very large amplitude.

For most cases of the observed oscillations the temperature peak leads the intensity peak, which is consistent with theoretical models for zonally symmetric tides, but contrary to other theoretical models for waves.

Fig. 2 Snapshots from a shallow water wave model for wave height (eta (x,t)) (a) and (b) and horizontal velocity v x,t) (c) and (d).

A third-generation wave model for wave simulation and a three-dimensional flow model for water level simulation are coupled through the surface atmospheric boundary layer.

In such acoustic monitoring, the LSM has been employed as a basic mechanical model for wave propagation across an interface (e.g., Schoenberg 1980; Pyrak-Nolte et al. 1990).

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