scholarly journals GLOBAL ERROR CONTROL AND CPU-TIME MINIMIZATION IN DETERMINISTIC WAVE MODELS EXEMPLIFIED BY A FAST CONVOLUTION-TYPE MODEL

2011 ◽  
Vol 1 (32) ◽  
pp. 43
Author(s):  
Hemming Andreas Schäffer

The convolution-type approach to deterministic wave modeling is briefly reviewed including both continuous and discrete formulations for the case of linear waves in one horizontal dimension (1DH). The associated discrete dispersion relation is presented and shown to accurately predict results of numerical simulations. This provides a tool for global error control and it is suggested that a similar approach is adopted for other deterministic wave models preferably along with a procedure for minimizing computational times while adhering to specified error tolerances. The discretization scheme for the 1DH convolution uses direct impulse-response-function sampling on a staggered grid. The explanation for the high accuracy of this approach is established and it is shown that the advantage does not carry over to the case of 2DH. This calls for an entirely different method and it is sketched how a weighted least squares technique in wavenumber space might provide a satisfactory alternative in 2DH. For variable depth this approach involves a slight distortion of physical space in order to retain a wavenumber-space formulation that resembles that of constant depth.

2012 ◽  
Vol 1 (33) ◽  
pp. 7
Author(s):  
Hemming Andreas Schäffer

Among the wide range of potential applications of the convolution-type approach to deterministic wave modeling, this paper looks into the challenge of complex shaped domains. The canonical case of diffraction around a semiinfinite vertical barrier, the ‘Sommerfeld diffraction’ case, is first studied. Focusing on locally constant water depth, the convolution method is related to a boundary integral representation by which the impulse response function representing the convolution kernel is related to a Green’s function for the Laplace equation. This provides a framework for determining the impulse response function by solving a local, three-dimensional Laplace problem prior to the time-stepping of the wave transformation problem. For the Sommerfeld case, numerical results for the impulse response function near the barrier are computed numerically and compared with an analytical solution. For complex-shaped domains, numerical determination of the impulse response functions is the only solution. A very preliminary example of application to wave disturbance in a real port is given.


2011 ◽  
Vol 4 (3) ◽  
pp. 199-209 ◽  
Author(s):  
G. Yu. Kulikov ◽  
E. B. Kuznetsov ◽  
E. Yu. Khrustaleva

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