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Extra info for Defects and Repair - Concrete Structures in Nuclear Powerplants Vol 2 (csni-r2002-7-vol2)
The signal conditioners to be used should be those specifically designed by the manufacturers of the instrumentation for the various instruments. They should be connected to the instruments with the appropriate cable type and length. The cabling should have the minimum possible number of joints/connections. The conditioned digital signals should be collected and processed in a PC using specialist data collection and processing software with the capacity to collect, process and store data at an appropriate rate for a specified period.
Evaluation of radionuclide level activity of concrete, Measurements of thickness within the non-hermetic internal protective lining in the zones of the moisture content measurement of concrete by the neutron method. Concrete samples were drilled from predefined areas and according agreed schedule within the period 1997-2001 (diameter of the samples was 100 mm). The other samples were fragments of the external surface of concrete under the protective lining used for determination of the concrete structure moisture.
Although instrumentation has been used for long term monitoring this has often been as a result of the continued operation of systems installed for commissioning and structural integrity tests, which have then been adopted for long term monitoring purposes. It is now generally accepted that the installation of structural monitoring systems at the time of construction will provide useful information for the lifetime management of nuclear power plant structures and the detection of ageing effects.