Two Dimensional Wavelet Coefficient Statistics for Sea Bottom Classification

2008 ◽  
Vol 123 (5) ◽  
pp. 3748-3748
Author(s):  
Ioannis Koukos ◽  
Theodoros Mavroidis ◽  
Georgios Vardoulias
1977 ◽  
Vol 83 (3) ◽  
pp. 415-431 ◽  
Author(s):  
Jacques Lamoure ◽  
Chiang C. Mei

Mass transport close to the sea bottom is investigated for simple harmonic waves around a body with a small horizontal dimension. For gravity waves it is shown that the mass transport very near the bottom points towards a convex corner, but near the top of the boundary layer its direction reverses. Possible implications for silting near a pile and a harbour entrance are discussed and some experimental evidence given. For tides, the Coriolis force introduces a spiralling variation within the boundary layer, and possible inferences for coastline modification are drawn.


Author(s):  
DANIELA ROŞCA

We construct piecewise constant wavelets on a bounded planar triangulation, the refinement process consisting of dividing each triangle into three triangles having the same area. Thus, the wavelets depend on two parameters linked by a certain relation. We perform a compression and try to compare different norms of the compression error, when one wavelet coefficient is canceled. Finally, we show how this construction can be moved on to the two-dimensional sphere and sphere-like surfaces, avoiding the distortions around the poles, which occur in other approaches. As numerical example, we perform a compression of some spherical data and calculate some norms of the compression error for different compression rates. The main advantage is the orthogonality and sparsity of the decomposition and reconstruction matrices.


2008 ◽  
Vol 134 (633) ◽  
pp. 941-955 ◽  
Author(s):  
V. N. Livina ◽  
N. R. Edwards ◽  
S. Goswami ◽  
T. M. Lenton

Author(s):  
Sang-Ho Oh ◽  
Woo Sun Park

Assessment of hydrodynamic performance of submerged floating tunnel (SFT) under wave loading is one of important factor in the design of the structure. In this study, physical experiments were conducted in a two-dimensional wave flume to investigate hydrodynamic characteristics of a twin circular SFT model under the action of regular waves having different heights and periods. Five different configurations of the twin SFT model was tested in the experiment. The experimental results showed that the three-degree motions of the twin SFT and the associated tensile forces on the tension legs greatly vary with the configurations of the model. It was found that the CD0 configurations are most adequate for satisfactorily restricting the horizontal and vertical motions of the SFT model.


2014 ◽  
Vol 12 (4) ◽  
pp. 590-595 ◽  
Author(s):  
Jesus Velasco ◽  
Inigo Molina ◽  
Estibaliz Martinez ◽  
Agueda Arquero ◽  
Juan F. Prieto

2005 ◽  
Vol 65 (4) ◽  
pp. 625-632 ◽  
Author(s):  
Rosa Freitas ◽  
Leandro Sampaio ◽  
Ana Maria Rodrigues ◽  
Victor Quintino

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