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OMNIBUS Project

The OMNIBUS project aims to develop a new generation of ultrasonic monitoring technology that can be used to monitor the rock barrier at potential and operational radioactive waste disposal sites, taking existing technology and addressing some of its current limitations. These include the need for a robust and versatile tool, the need to integrate hardware and software to maximise data accessibility and the requirement to be able to interpret the results of processed velocity and AE data in terms of useful engineering parameters. It is anticipated that this technology would be used by a wide variety of organisations charged with evaluating, selecting and operating deep geological repositories for nuclear waste, as well as having applications in other fields of civil engineering.

The progress achieved at the end of the second year is summarised below.

Hardware developments OMNIBUS Hardware Schematic
A complete data-acquisition tool has been developed and has been successfully tested at a soft-rock site. The hardware uses lower frequency ultrasonic sensors tuned to the highly attenuating transmission characteristics of argillaceous rocks. Switching electronics has been developed that allows each sensor in the array to act as both a transmitter and a receiver during ultrasonic surveys (right figure). The electronics is a vast improvement over available instrumentation. These components have been interfaced to a 16-channel high-frequency data acquisition system. The system operates at up to 10MHz with 16-bit resolution and uses eight two-channel PC cards installed in a purpose built mainframe chassis. The down-hole equipment has been specifically designed for permanent installation in an argillaceous rock mass and the complete system has been successfully tested at Tressange Iron Mine in France.

Software developments
Software functions have been written into the InSite Seismic Processor that integrates the developed hardware with data acquisition, management, processing and visualisation (figure below). The software provides configuration parameters to the data acquisition hardware, controls the switching electronics for the ultrasonic surveys, and automatically captures full waveform information. The data is then passed through real-time processing functions.

InSite OMNIBUS Functions


In situ experiments
In order to test the new down-hole acquisition technology and associated hardware, a field test has been undertaken at Tressange Mine in eastern France. This site has provided the opportunity to test the system in a lithology comparable with that observed at several of the soft-rock sites proposed for waste storage (such as ANDRA’s Bure en Meuse site). The experiment involved installing an array of sensors in boreholes around a small rock volume (figure below), making measurements to determine the background properties of the rock and then perturbing this rock by using an expanding grout at the base of several narrow, closely spaced boreholes.

Borehole and Sensor Config


Amplitude and Phase spectra for simulated crack sampleLaboratory experiments
Laboratory experiments have involved a series of controlled tests on argillaceous rock samples from the Bure en Meuse/Haute Marne site. These are the only ones of their kind in Bure rock which combined acoustic emission (AE), mechanical measurements and ultrasonic velocity surveys. They have demonstrated that the damaging of this rock can generate AEs. Measured parameters have been used directly in developing numerical models.

Numerical modelling experiments
Numerical modelling is being used to study wave propagation through rock and the effects of various physical attributes (e.g. fracture density, fracture size/distribution and fluid content) on the propagation of ultrasonic waves. The study makes use of the WAVE finite difference modelling approach. This allows amplitude and phase spectra to be derived for a simulated cracked sample (right figure) that can then be related to results obtained from measurements in laboratory and in situ experiments. A campaign of numerical modelling experiments has been performed to assess the sensitivity of ultrasonic waves passing through rock to variations in applied stress, crack population and fluid content in different experimental scenarios. In total, results for 667 models have been obtained totalling more than a year’s worth of computer time, with different models run in parallel on a super-cluster at. Dedicated processing and visualisation software will now be written that allows users to correlate observed laboratory and in situ ultrasonic survey results with the different modelled scenarios

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