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Review of EGS and Related Technology

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Review of EGS and Related Technology ( review-egs-and-related-technology )

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Review of EGS and Related Technology – Status and Achievements Chapter 4 4­37 Germany – Falkenberg. The Falkenberg test site was established in northeastern Bavaria in 1978, at a location where the Falkenberg granite essentially extends to the surface. The aim was to conduct fundamental in situ hydro­mechanical experiments at small depths with a high degree of observational control, which would be relevant to the understanding of HDR systems. The research program at Falkenberg lasted until 1983 (Tenzer, 2001). The principal experiments were aimed at determining the hydro­mechanical properties that hydro­ fractures created in joint­free portions of the wellbore. A large­scale zone was stimulated using packers in an interval free of joints in the drillhole HB4a in the depth range 252­255 m. Six further boreholes intersected the fracture that propagated during this stimulation. The creation of the hydro­ fracture itself is of particular interest, because it proved that fresh hydro­fractures can be propagated over significant distances in fractured crystalline rock. This was contrary to the conventional wisdom that said fluid leak­off into the natural fracture system would prevent this from happening. The fracture was initiated in 1979 by injecting 6 m3 of water into borehole HB4a at a rate of 3.5 kg/s, with a breakdown pressure of 18 MPa. Assuming a penny­shaped crack geometry and allowing for leak­off, a fracture radius at shut­in of 44 m and a maximum width of 0.62 mm are inferred. Televiewer images of the induced fracture obtained in several neighboring boreholes indicate multiple parallel fractures near the injection borehole, although it seems that only one of these extended beyond 20 m. At borehole PB8 – about 2 m from the injection point – eight parallel fractures are evident within a zone 1.3 m thick; whereas, at 11 m (borehole SB5), only two fracture traces are evident. At more distant boreholes, ranging up to 50 m from the injection well, only one fracture trace is visible. Multiple fracture growth is commonly seen in sedimentary rocks, where it is often associated with high flow impedance. Microseismicity occurring during the injections was monitored by four downhole, three­component seismometers installed in neighboring boreholes. The successful detection of 16 of the induced events concurs with the intersection depth of the created fracture and the boreholes, suggesting a planar structure that strikes E­W, dipping 45° to the south. The fracture was extended in 1981 with a 33 m3 injection, and again in 1983 with 52 m3. Numerous inflation/deflation cycles were made during the intervening periods, though always involving volumes smaller than the previous “extension” injection. An extensive program of hydraulic tests was undertaken during the project run time. The longest was a 14 h circulation at 3.4 kg/s, during which a thermal drawdown of 1°C was determined. The variation of fracture hydraulic aperture and transmissivity as functions of inflation pressure were investigated and compared with measurements of mechanical aperture taken with a specially developed caliper sonde. • In the Falkenberg project, a fracture believed to be artificial was stimulated from a well (HB4a) at a depth of 450 m. • Seven additional wells were subsequently drilled in a pattern above the fracture. • Several of these wells intercepted the fracture to the extent that small amounts of water could be circulated through the fracture, and extensive hydraulic and rock mechanical experiments could be conducted.

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