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4.10 Case Studies  217
                         2) The volcanic rocks should be stimulated by a waterfrac treatment in conjunction
                             with low proppant concentrations to support the sustainability of the produced
                             fractures. At the end of the treatment one can complete the same with a short
                             gel-proppant treatment to support the access to the fracture in the near wellbore,
                             where the highest pressure changes are expected during production. The design
                             of the treatment should be laid out in a way that the fracture propagates upwards
                             as well to connect the sandstone layers above the volcanic rocks and offers
                             the possibility to drain the high permeable sandstones from below and build
                             up a hydraulic connection to the other well. This can be achieved by a special
                             adjustment of the flow rate during the fracture treatment. The recommendation
                             is to carry out cyclic changes of flow rate with high and low stages to control
                             the fracture propagation in horizontal as well as vertical direction.
                         3) In the Rotliegend sandstone sections gel-proppant treatments should be per-
                             formed to give access to the high permeable layers. These treatments should
                             comprise high proppant concentration to obtain a multilayer proppant pack
                             and hence a high fracture conductivity.
                         4) To accomplish several treatments independently from each other, it is recom-
                             mended to drill a deviated well with a deviation in the reservoir rock. In this
                             case, no hydraulic interferences must be suspected.
                         5) Deviationinthe reservoir rockshouldbeinthe directionofminimum
                             horizontal stress as far as hydrothermal systems are concerned. This assumes
                             the existence of a high permeable layer between both wells to establish a
                             hydraulic connection. The distance between both wells should be far enough
                             to avoid a temperature short cut over the live cycle of the geothermal power
                             production, which is in the time frame of tens of years.


                         4.10.2
                         Soultz

                         4.10.2.1 Hydraulic Stimulation
                         The test site of the EGS project Soultz is located in France on the western edge
                         of the Rhine Graben, some 50 km north of Strasbourg near the German border
                         (Figure 4.15). This area is characterized by a thin continental crust resulting in a
                         high geothermal heat flow. The granitic basement at Soultz-sous-Forˆ ets lies beneath
                         approximately 1400 m of sedimentary rock (Hoijkaas, Genter, and Dezayes, 2006).
                         Soultz is located in the heart of an abandoned oil production area which was
                         intensively exploited at the beginning of the last century. Important reasons for the
                         selection of Soultz as location for a HDR project were
                                                        ◦
                         • high geothermal gradient (about 110 C at 1000 m depth);
                         • good geological data basis from oil exploration.
                           The geothermal research program started at Soultz-sous-Forˆ ets in 1987 as a
                         joint German and French project. In three main consecutive phases, subsurface
                         reservoirs in granite were developed and tested (Hettkamp et al., 2004). First, a
                         reservoir at about 2 km depth was created and later at about 3 km. During the years
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