Annual Report 2000 - WIT
Annual Report 2000 - WIT Annual Report 2000 - WIT
190 Davis, P. M., and Knopoff, L., 1995, The elastic modulus of media containing strongly interacting antiplane cracks: J. Geophys. Res., 100, 18.253–18.258. Frankel, A., and Clayton, R. W., 1986, Finite difference simulations of seismic scattering: Implications for the propagation of short-period seismic waves in the crust and models of crustal heterogeneity: Journal of Geophysical Research, 91, No. B6, 6465–6489. Kachanov, M., 1992, The elastic modulus of media containing strongly interacting antiplane cracks: Appl. Mech. Rev., 45(8), 304–335. Kelly, K. R., Ward, R. W., Treitel, S., and Alford, R. M., 1976, Synthetic seismograms: A finite-difference approach: Geophysics, 41, 2–27. Kelner, S., Bouchon, M., and Coutant, O., 1999, Numerical simulation of the propagation of p waves in fractured media: Geophys. J. Int., 137, 197–206. Kneib, G., and Kerner, C., 1993, Accurate and efficient seismic modelling in random media: Geophysics, 58, 576–588. Kusnandi, van Baren, G., Mulder, W., Herman, G., and van Antwerpen, V., 2000, Subgrid finite-difference modeling of wave propagation and diffusion in cracked media: , 70th Annual Internat. Mtg., Soc. Expl. Geophys., Expanded Abstracts, ST P1.2. Mukerji, T., Berryman, J., Mavko, G., and Berge, P., 1995, Differential effective medium modeling of rock elastic moduli with critical porosity constraints: Geophysical Research Letters, 22(5), 555–558. Murai, Y., Kawahara, J., and Yamashita, T., 1995, Multiple scaterring of sh waves in 2-d elastic media with distributed cracks: Geophys. J. Int., 122, 925–937. Robinson, P. C., 1983, Connectivity of fracture systems - a percolation theory approach: J. Phys. A: Math. Gen., 16, 605–614. Saenger, E. H., and Shapiro, S. A., 2000, Calculation of effective velocities in fractured media using the rotated staggered grid: , European Association Of Geophysical Exploration, 62st Mtg. Eur. Assoc. Expl Geophys., Extended Abstracts, Session:D– 34. Saenger, E. H., Gold, N., and Shapiro, S. A., 2000, Modeling the propagation of elastic waves using a modified finite-difference grid: Wave Motion, 31(1), 77–92. Saenger, E. H., 2000, Wave propagation in fractured media: Theory and applications of the rotated staggered grid: Ph.D. thesis, Karlsruhe University. Sayers, C., and Kachanov, M., 1991, Single-scattering approximations for coefficients in biot's equations of poroelasticity: Int. J. Solids & Struct., 7(6), 671–680.
Wave Inversion Technology, Report No. 4, pages 191-203 A High-Frequency Seismic Experiment to Measure Seismic Signatures of Fluid Flow In-situ A. Goertz, A. Kaselow 1 keywords: Hydraulic properties, seismic subsurface measurements ABSTRACT In May 2000, the HIKALISTO experiment was carried out in and around a gallery system in southern Germany. Named for HIgh-frequency CAlibration measurements in the LIndauSTOllen, the survey aimed at measuring fine-scaled variations of hydraulic properties such as porosity, permeability and pore fluid pressure of a well-known hydrothermally overprinted transform fault. Measurements were carried out within and above a 0.7 km long gallery system which crisscrosses the target fault. The structure could be sensed with frequencies of up to 5 kHz over a range of up to 100 m. A large number of sources and receivers ensures a survey geometry similar to a 3D crosshole experiment. INTRODUCTION The Lindau Test Site is located within a granite complex of the southern Black Forest, Germany (see fig. 1). The target feature of the experiment is a vertically dipping transform fault, the so-called ore-dyke Herrmann which originated in variscan times and consists mainly of quartz and barite. Fluorite minerals originally contained in the ore-dyke have been washed out over time and caused the fault to become a highly porous and permeable layer. In the course of a hydroelectric project the gallery and about 200 shallow boreholes were drilled at the site. As the ore dyke was assumed to lead to leakages below a planned dam, cement was injected into parts of the ore dyke from the gallery system. The project had never been completed which makes the existing infrastructure above and below the surface a unique test site available for research. The location of the ore dyke together with the gallery system and some of the boreholes is shown in fig. 2. The central part of the gallery system consists of a triangular test block (see fig. 5) which makes the ore dyke perfectly accessible for highresolution in-situ observations. The test site represents a highly controlled environment for seismic measurements which enables us to calibrate techniques to deduce hydraulic 1 email: Alexander.Goertz@gpi.uni-karlsruhe.de 191
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Wave Inversion Technology, <strong>Report</strong> No. 4, pages 191-203<br />
A High-Frequency Seismic Experiment to Measure<br />
Seismic Signatures of Fluid Flow In-situ<br />
A. Goertz, A. Kaselow 1<br />
keywords: Hydraulic properties, seismic subsurface measurements<br />
ABSTRACT<br />
In May <strong>2000</strong>, the HIKALISTO experiment was carried out in and around a gallery system<br />
in southern Germany. Named for HIgh-frequency CAlibration measurements in<br />
the LIndauSTOllen, the survey aimed at measuring fine-scaled variations of hydraulic<br />
properties such as porosity, permeability and pore fluid pressure of a well-known hydrothermally<br />
overprinted transform fault. Measurements were carried out within and<br />
above a 0.7 km long gallery system which crisscrosses the target fault. The structure<br />
could be sensed with frequencies of up to 5 kHz over a range of up to 100 m. A large<br />
number of sources and receivers ensures a survey geometry similar to a 3D crosshole<br />
experiment.<br />
INTRODUCTION<br />
The Lindau Test Site is located within a granite complex of the southern Black Forest,<br />
Germany (see fig. 1). The target feature of the experiment is a vertically dipping<br />
transform fault, the so-called ore-dyke Herrmann which originated in variscan times<br />
and consists mainly of quartz and barite. Fluorite minerals originally contained in the<br />
ore-dyke have been washed out over time and caused the fault to become a highly<br />
porous and permeable layer. In the course of a hydroelectric project the gallery and<br />
about 200 shallow boreholes were drilled at the site. As the ore dyke was assumed<br />
to lead to leakages below a planned dam, cement was injected into parts of the ore<br />
dyke from the gallery system. The project had never been completed which makes<br />
the existing infrastructure above and below the surface a unique test site available for<br />
research. The location of the ore dyke together with the gallery system and some of<br />
the boreholes is shown in fig. 2. The central part of the gallery system consists of a<br />
triangular test block (see fig. 5) which makes the ore dyke perfectly accessible for highresolution<br />
in-situ observations. The test site represents a highly controlled environment<br />
for seismic measurements which enables us to calibrate techniques to deduce hydraulic<br />
1 email: Alexander.Goertz@gpi.uni-karlsruhe.de<br />
191