ULTRASONIC ELASTIC WAVE MODEL STUDIES

Author(s):  
L.J. Bond ◽  
R.J. Blake
2013 ◽  
Vol 2013.19 (0) ◽  
pp. 565-566
Author(s):  
Ryouta Numaguchi ◽  
Akira Chiba ◽  
Souta Matsusaka ◽  
Hirofumi Hidai ◽  
Noboru Morita

Geophysics ◽  
1955 ◽  
Vol 20 (1) ◽  
pp. 19-32 ◽  
Author(s):  
F. K. Levin ◽  
H. C. Hibbard

Elastic wave propagation in a two‐layer section has been studied with a solid two‐bed model and records resembling seismograms obtained for the four possible source‐detector configurations. Numerous events are identified. Among these, the shear waves are found to be surprisingly prominent. The amplitude of the ground roll falls off approximately as [Formula: see text] This is the amplitude‐range dependence expected for a surface wave. The ability of two in‐line detectors to reduce surface waves has been demonstrated.


2010 ◽  
Vol 67 (7) ◽  
pp. 2240-2250 ◽  
Author(s):  
Lei Wang ◽  
Paul J. Kushner

Abstract Stationary wave nonlinearity describes the self-interaction of stationary waves and is important in maintaining the zonally asymmetric atmospheric general circulation. However, the dynamics of stationary wave nonlinearity, which is often calculated explicitly in stationary wave models, is not well understood. Stationary wave nonlinearity is examined here in the simplified setting of the response to localized topographic forcing in quasigeostrophic barotropic dynamics in the presence and absence of transient eddies. It is shown that stationary wave nonlinearity accounts for most of the difference between the linear and full nonlinear response, particularly if the adjustment of the zonal-mean flow to the stationary waves is taken into account. The separate impact of transient eddy forcing is also quantified. Wave activity analysis shows that stationary wave nonlinearity in this setting is associated with Rossby wave critical layer reflection. A nonlinear stationary wave model, similar to those used in baroclinic stationary wave model studies, is also tested and is shown to capture the basic features of the full nonlinear stationary wave solution.


2015 ◽  
Vol 25 (2) ◽  
pp. 361-371
Author(s):  
Samir Kumar Bhowmik ◽  
Abdullah Aljouiee

1974 ◽  
Vol 1 (14) ◽  
pp. 99
Author(s):  
Michael Brorsen ◽  
H.F. Burcharth ◽  
Torben Larsen

The stability of dolos armour blocks against wave attack has been investigated in wave model studies. Simple definitions to describe the block movements are introduced and the following results are discussed: 1. The stability of dolos slopes against regular waves and the influence of the slope. 2. The stability of dolos slopes against irregular waves that are not Rayleigh distributed. 3. Comparison between the stability of dolos, natural stones and cubes. 4. The influence of the surface roughness of the dolos model blocks. 5. The applicability of Hudson's formula.


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