Scale Dependence of Hydraulic and Structural Parameters in the Crystalline Rock of the KTB |
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| Authors: | G Zimmermann H Burkhardt L Engelhard |
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| Institution: | Department of Applied Geophysics, Technical University Berlin, Ackerstr. 76, 13355 Berlin, Germany., DE
Institute of Geophysics and Meteorology, Technical University Braunschweig, Mendelssohnstr. 3, 38106 Braunschweig, Germany. E-mail: zimmermann@geophysik.tu-berlin.de, DE
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| Abstract: | — Knowledge of rock properties controlling the fluid movement is a basic prerequisite to understand the dynamical processes and the temperature and stress regime of the upper crust. Fracture networks were investigated on different scales to obtain quantitative results of fracture geometry like fracture length, orientation and fracture frequencies. Due to the scale effect, these parameters differ in several orders of magnitude in dependence of the scale of investigation. On the microscopic scale, fluorescent thin sections from cores were analysed and permeability was estimated for 2-D hydraulic networks. On the macroscopic scale, fracture parameters were determined from images of structural borehole measurements. The vicinity of the drill site represents the megascopic scale, where seismic reflectors were assumed as active hydraulic structures for construction of a fracture network. Compiling the fracture densities from all investigated scales and taking into consideration only the networks above the percolation threshold, the fracture length distribution follows a power law with an exponent of ?1.9 ± 0.05. Besides the scale differences of the geometric parameters like fracture density and length and the hydraulic parameters like permeability, the connectivity of the networks seems to be a confining characteristic. This is quantitatively described by the percolation parameter and the mean number of intersections per fracture. When assuming a macroscopic hydraulic system at the percolation threshold for the KTB site, the macroscopic mean fracture length can be estimated to approximately 30 m. This stands in agreement with the hydraulic experiments on site. |
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