Experimental Investigation on Seabed Seismic Wave Induced by a Pulse Acoustic Source

Author(s):  
Luwen Meng ◽  
Dexin Zhao ◽  
Tao Wang ◽  
Guangming Li
2004 ◽  
Vol 25 (2) ◽  
pp. 153-158
Author(s):  
Md. Anwar Hossain ◽  
Masaaki Kawahashi ◽  
Tomoyoshi Nagakita ◽  
Hiroyuki Hirahara

2016 ◽  
Vol 20 (3) ◽  
pp. 172-179 ◽  
Author(s):  
Yaxiong Peng ◽  
Li Wu ◽  
Ying Su ◽  
Binbin Zhu ◽  
Chunhui Chen ◽  
...  

2019 ◽  
Vol 2019 ◽  
pp. 1-13
Author(s):  
Yaxiong Peng ◽  
Ying Su ◽  
Li Wu ◽  
Chunhui Chen

Seismic wave induced by underwater drilling and blasting may exert adverse effects to the surrounding structures. Peak particle velocity (PPV) has been widely used to reflect the intensity of seismic wave, while the method fails to take other influential parameters into consideration. Synthesizing PPV and duration, seismic wave energy (SWE) is employed to quantify the intensity, and the method of time-frequency analysis is adopted to study the characteristics of vibration frequency. Besides, this paper deduces the prediction formula for SWE via dimension analysis. Based on the practical engineering, the attenuation characteristics of SWE induced by underwater drilling and blasting is analysed by the wavelet transform and adaptive optimal kernel (AOK) time-frequency analysis method. Results show that the dominant frequencies at the directions of horizontal tangential, horizontal radial, and vertical are different and the energies in high-frequency bands are extremely low. Moreover, the lower the frequency is, the slower the attenuation of SWE is. Comparing with other prediction formulas of PPV, fitting the SWE with the help of the prediction formula in this study would achieve more accurate prediction results.


1989 ◽  
Vol 111 (3) ◽  
pp. 278-289 ◽  
Author(s):  
S. R. Bistafa ◽  
G. C. Lauchle ◽  
G. Reethof

An experimental investigation of the noise generated by cavitation in turbulent shear flows produced by confined sharp-edged orifice plates is reported. The acoustic source strength of cavitation was determined by means of reciprocity type measurements. Two experimental checks of the reciprocity method were performed. Proposed scaling relations, derived from dimensional analysis, were empirically adjusted and used to predict prototype acoustic performance based on the results of model tests. The dependence of the acoustic source strength on flow velocity and cavitation number was determined experimentally and compared with similar results reported in the literature.


2013 ◽  
Vol 134 (6) ◽  
pp. 4742-4751 ◽  
Author(s):  
J. Germán Rubino ◽  
Leonardo B. Monachesi ◽  
Tobias M. Müller ◽  
Luis Guarracino ◽  
Klaus Holliger

2021 ◽  
Vol 2 (2) ◽  
pp. 186-195
Author(s):  
Mikhail A. Novikov ◽  
Vadim V. Lisitsa

In our work we investigate the effect of transport and elastic properties anisotropy on seismic attenuation due to fracture-to-fracture wave-induced fluid flow using numerical algorithm of estimation of seismic wave attenuation in anisotropic fractured porous fluid-saturated media. Algorithm is based on numerical solution of anisotropic Biot equations using finite-difference scheme on staggered grid. We perform a set of numerical experiments to model wave propagation in fractured media with anisotropic fractured-filling material providing wave-induced fluid flow within interconnected fractures. Recorded signals are used for numerical estimation of inverse quality factor. Results demonstrate the effect of fracture-filling material anisotropy on seismic wave attenuation.


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