Abstract

Seismic interface waves generated by seabed impacts are believed to have biological importance. Various wave types are of interest to seismologists, who can minimize the unwanted, but often dominant, ground roll waves with suitable instrumentation. Waves made by dredging and piling have been measured using geophones and found to be of this interface type, which propagate much more slowly than the pressure waves in the water column above. Short interface wavelets of a few cycles were modeled using transient finite element analysis (FEA). Wavelets with low losses have been modeled using graded sediment data from the literature. They do not radiate energy away from the interface because the evanescent acoustic pressures they generate decay rapidly with distance from the seabed. Associated water particle velocities are much greater than would be expected from similar acoustic pressure measurements in a free field. This motion is significant to aquatic life which is dependent on inertial sensors (otoliths, etc.) to respond to the environment. Additional amplification of the horizontal seabed motion of the adjacent water is predicted for a short seismic wavelet modeled in a graded solid seabed. Further recent analysis studied the distribution of the energy flux within the sediment layers.

Highlights

  • There has been increasing concern regarding the environmental effect of seabed vibration caused by impacts generated during offshore construction, such as the installation of marine renewable energy devices and offshore oil and gas platforms

  • The work described here began with an experiment which measured seismic waves propagating across the seabed, and used transient finite element models which could link the sediment motion to the acoustic pressure and motions of the water above

  • The motions induced in the overlying water by seismic interface waves have been studied as a potential influence on aquatic life

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Summary

Introduction

There has been increasing concern regarding the environmental effect of seabed vibration caused by impacts generated during offshore construction, such as the installation of marine renewable energy devices and offshore oil and gas platforms. AAtt KKiinnddeerrddiijjkk,, ssllooww iinnffrraassoonniicc wwaavveess wweerree sseeeenn ttoo ffoollllooww tthhee aarrrriivvaall ooff wwaatteerr bboorrnnee ssoouunndd. Whilst this obstacle was being considered, other information suggested that the later arrival was a sediment interface wave, for which the precise nature of the input deformation is not critical This prompted a switch to modeling the measured sediment waves as seen in the data (Figure 2). The investigation of the seabed wave can be studied using an impact designed to excite the desired mode

The Use of a Graded Layer Sediment Structure to Mimic the Narrow Band Results
Interface Waves in Layered Solid Seabeds—“Dispersive” versus “Nondispersive”
Lower Frequency Modes and Wavenumber Integration Models
The Distribution of Stress
12. Conclusions

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