Seismic tomography allows the reconstruction of an image of the subsoil distribution of seismic wave velocity and its anomalies with high resolving power. In detail, refraction seismic survey is an indirect, active seismic survey that uses refracted waves generated by contrasts of waves velocity to reconstruct subsurface characteristics. The velocity of seismic waves depends on the density and elastic properties of the material crossed, i.e., properties attributable to the lithological characteristics of the substrate investigated. The direction of propagation of the waves in depth follows Snell’s law and at each interface there are phenomena of refraction, reflection and diffraction. In refraction surveys, as the name implies, only refracted waves will be considered. Refraction seismic tomography allows to obtain a picture of the velocity distribution in the subsurface highlighting the continuous changes in velocity rather than a layered model typical of refraction surveys ( Intercept, delaytime, plus minus, GRM).Continue reading “An introduction to seismic refraction tomography (SRT)”
The setting of data acquisition to perform the tomographic processing is similar to the one used for the refraction seismic surveys, for example applying the G.R.M. method (Palmer, 1980).
The geophones must be placed in line, normally with a constant spacing that depends on the horizontal resolution to be obtained, while the length of the line determines the maximum depth of investigation that can be achieved.
The energizations are placed in line with the geophones line both internally and externally. If to acquire data in a refraction survey can be sufficient, at the limit, only 5 energizations, 4 external (2 per side) and one central, for seismic tomography it is necessary to perform more shots inside the line. We suggest to energize at least every 4-5 geophones.
The signal of a refraction test, performed using a hammer as energization typically has a frequency between 50 and 100Hz. The sampling frequency must therefore be higher than 200Hz. Since you want to have a good time resolution of the signal you can set as acquisition parameter a sampling rate of at least 5000Hz.
Refraction seismic tomography uses the time of first arrivals to calculate the profile in the same way as refraction survey processing using methods such as GRM, time delay, or intercept. The recording of the signal must be long enough to detect the arrivals on all geophones. Usually for 50 meters long seisimic line it is enough to record for a time interval of 500ms. The needed recording time may vary depending on the subsoil conditions we are investigating and the type of wave we are measuring. P waves will be almost twice as fast as S waves in many stratigraphics contexts.
For example, with the average speed of 1000 m/s, the first break takes 50 ms to reach a receiver located 50 meters from the source.
This guide introduces the fundamental steps to process seismic refraction tomography with smartTomo software. The demo version is distributed with a pre-loaded dataset. The characteristics of the dataset are described in this article (Demo version).
At startup the following screen appears reminding you that this is a demo version and it shows the list of files that will be loaded.
After pressing OK, the dialog box will be displayed and the can set the geometry of both shots and geophones.
On the left side of the window the positions of the shots are listed while the summary of the locations of the geophones are shown on the left. It is possible that for the same processing there are several groups of geophones, for example when performing an acquisition with a work-away configuration.
Picking first break
SmartTomo 2020.0 – Processing seismic refraction using GRM
smartTomo 2018.0 has been tested to verify the speed of execution as the number of nodes increases. A synthetic dataset of 12 shots recorded with 96 channels was used for the test.
The test was conducted by decreasing the size of the cells and, for each dimension, using both 6 and 11 nodes per side.
The test has been performed on a MacbookPro configured as follows:
Processor name: Intel Core i5
Processor speed: 2.9 GHz
Number of processors: 1
Total number of Core: 2
Cache L2 (for Core): 256 KB
Cache L3: 3 MB
Memory: 16 GB
smartTomo 2018.0 has shown to have a linear behavior with respect to the increase in the number of nodes both for the execution time and for the memory used.
The graph on the left shows oscillations due to the number of nodes per cell side. Increasing the number of nodes per side improves the definition of seismic rays but complicates some calculation steps.
Concluding, for a section 212 meters long, 25 meters deep with a resolution of 0.5 meters and 11 nodes per cell side (407541 nodes) it takes 51 seconds for 5 iterations and 4.55GB of ram, obtaining a maximum error on time of first break less than 5%.