Evaluation of the representative elementary volume (REV) of a fractured geothermal sandstone reservoir

التفاصيل البيبلوغرافية
العنوان: Evaluation of the representative elementary volume (REV) of a fractured geothermal sandstone reservoir
المؤلفون: Philipp Blum, Christian Müller, Siegfried Siegesmund
بيانات النشر: FID GEO, 2010.
سنة النشر: 2010
مصطلحات موضوعية: 010504 meteorology & atmospheric sciences, Hydraulics, Soil Science, Mineralogy, 010502 geochemistry & geophysics, 01 natural sciences, law.invention, Hydraulic fracturing, law, Environmental Chemistry, Geothermal gradient, 0105 earth and related environmental sciences, Earth-Surface Processes, Water Science and Technology, Global and Planetary Change, business.industry, Geothermal energy, Geology, Numerical methods, Discrete fracture network, Fracture flow, Sedimentary rocks, Universal distinct element code UDEC, Buntsandstein, Pollution, Fracture (geology), Representative elementary volume, Layering, business, Block size
الوصف: The objective of this study is to evaluate a representative elementary volume (REV) in a fractured geothermal sandstone reservoir in Germany using the discrete fracture network (DFN) model approach. Due to the lack of in situ data from the deep geothermal reservoir, field measurements of outcrop reservoir analogues were conducted to get a quantitative description of the DFN. Field measurements reveal that the geometry of the DFN is largely influenced by the lithological layering (e.g. relationship between joint spacing and bed thickness). Thus, DFN models have to be completed individually for each layer since each bed is distinct compared to its neighbouring beds. Various DFNs were generated using statistical-derived fracture input data. The two-dimensional universal distinct element code UDEC was used for fracture flow simulations. In order to determine the minimum REV, the equivalent average conductivity tensors were obtained with increasing block size. Plots of conductivity tensor coefficients versus block size exhibit only minor variation of the hydraulic properties with increasing block size. Hence, an REV size of 10 m × 10 m could be determined for all studied stochastically derived discrete fracture networks. peerReviewed
اللغة: English
DOI: 10.23689/fidgeo-2462
الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::552a770141cb6360a5fddcf43bf8a969Test
حقوق: OPEN
رقم الانضمام: edsair.doi.dedup.....552a770141cb6360a5fddcf43bf8a969
قاعدة البيانات: OpenAIRE