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Sandsteine im In-situ-Geothermielabor Groß Schönebeck : Reservoircharakterisierung, Stimulation, Hydraulik und Nutzungskonzepte

Huenges, E., Wolfgramm, M. (Eds.) (2004): Sandsteine im In-situ-Geothermielabor Groß Schönebeck: Reservoircharakterisierung, Stimulation, Hydraulik und Nutzungskonzepte, (Scientific Technical Report STR ; 04/03) (Geothermie Report ; 04-1), Potsdam : Deutsches GeoForschungsZentrum GFZ, 210 p.
DOI: http://doi.org/10.2312/GFZ.B103-04036



http://gfzpublic.gfz-potsdam.de/pubman/item/escidoc:8626
Resources

0403.pdf
(Publisher version), 10MB

Authors
http://gfzpublic.gfz-potsdam.de/cone/persons/resource/huenges

Huenges ,  Ernst
4.1 Reservoir Technologies , 4.0 Chemistry and Material Cycles, Departments, GFZ Publication Database, Deutsches GeoForschungsZentrum;
Scientific Technical Report STR, Deutsches GeoForschungsZentrum;

Wolfgramm ,  Markus

Abstract
For identification of the impact of salt-free and soured fluids injected for hydraulic stimulation on the about 4,000 m deep Rotliegend sandstones, cross-flow tests were carried out in combination with petrographic and fluid-chemical investigations. As a consequence of the swelling and the potential mobilisation of the clay minerals, a reduction of the permeability was expected. However, the test did not produce any significant change of the permeability for the cross-flow of differently conditioned waters under modified p/T conditions. But there could be proven the mobilisation of heavy metals and the solution of carbonate cement. As these cement minerals form a small fraction only in the total rock and due to their uneven distribution, no damage of the aquifer has to be expected. A local transport of finest particles could be observed which is probably connected with the carbonate solution. In case of suddenly increasing pore pressures, there is a risk of particle discharge, so that damaging of the pore reservoir cannot be excluded due to this small-scale transport of particles.