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412 3300 3700 4100 Looking North Looking West Chapter 4 Review of EGS and Related Technology – Status and Achievements 400 0 EE-2 400 400 800 3100 Experiment 2066 East (m) 800 400 0 EE-3A Looking Down EE-3A EE-2 EE-2 800 400 0 400 800 400 0 400 4.3.2 Lessons learned at Fenton Hill Horizontal Distance (m) Horizontal Distance (m) Figure 4.4B Fenton Hill microseismic event locations during stimulation of EE3A, on January 30, 1986 (Los Alamos National Laboratory). Depth (m) North (m) • Deep (15,000 ft, ≈5 km), hightemperature wells can be completed in hard, abrasive rock. • Lowpermeability (microdarcy or lower) crystalline rock can be stimulated to create hydraulically conductive fractures. • Conventional drilling methods can be adapted for the harsh environments encountered in reaching zones of rock at about 200°C to 300°C, which are hot enough to be suitable for commercial power production. • Hydraulicpressurization methods can create permanently open networks of fractures in large enough volumes of rock (>1 km3) to sustain energy extraction over a long time period. • The EGS reservoir can be circulated for extended time periods and used to generate electricity. • Creating the connection between wells was a crucial step in developing the EGS reservoir. • Connection was easier to establish by drilling into the fractured volume, once it was stimulated and mapped. • Directional drilling control was possible in hard crystalline rock, and the fractures mapped by microseismic monitoring could be intersected using directional drilling. • The Phase I reservoir, although too small by design for commercial operation, provided a testbed for creating the larger volumes needed to achieve commercial rates of production.PDF Image | Review of EGS and Related Technology
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