| Literature DB >> 26175910 |
Peter Bayer1, Alessandro Comunian2, Dominik Höyng3, Gregoire Mariethoz4.
Abstract
Geological structures are by nature inaccessible to direct observation. This can cause difficulties in applications where a spatially explicit representation of such structures is required, in particular when modelling fluid migration in geological formations. An increasing trend in recent years has been to use analogs to palliate this lack of knowledge, i.e., exploiting the spatial information from sites where the geology is accessible (outcrops, quarry sites) and transferring the observed properties to a study site deemed geologically similar. While this approach is appealing, it is difficult to put in place because of the lack of access to well-documented analog data. In this paper we present comprehensive analog data sets which characterize sedimentary structures from important groundwater hosting formations in Germany and Brazil. Multiple 2-D outcrop faces are described in terms of hydraulic, thermal and chemical properties and interpolated in 3-D using stochastic techniques. These unique data sets can be used by the wider community to implement analog approaches for characterizing reservoir and aquifer formations.Entities:
Mesh:
Year: 2015 PMID: 26175910 PMCID: PMC4493827 DOI: 10.1038/sdata.2015.33
Source DB: PubMed Journal: Sci Data ISSN: 2052-4463 Impact factor: 6.444
Figure 1Workflow from field data collection to generation of three-dimensional aquifer analog realizations with litho-, hydro-, chemo- and thermofacies.
Site conditions, geology and properties of Herten and Descalvado analogs.
|
| ||
|---|---|---|
| fluvio-glacial | fluvial-aeolian | |
| Southern Germany (Rhine valley) | South-eastern Brazil | |
| Würm late-glacial stage (Pleistocene) | Piramboia (Trias) | |
| ca. 15.000 y | 250−145 my (GAS) | |
| 1999 | 2011 | |
| 16 m×7 m×10 m | 28 m×5.8 m×7 m | |
| 1120 m3 | 1136.8 m3 | |
| 6, in parallel | 3, in parallel; 2, perpendicular | |
| 10 | 9 | |
| Ground penetrating radar (GPR) | N/A |
Figure 2Outcrop photographs of Descalvado (a) and Herten (b) profiles taken at the gravel pits during excavation.
Facies types and parameters of Herten analog.
| 0 | Gcm | 0.92 | Gcm | poorly sorted, matrix supported gravel | 2.5×10−4±2.1×10−4 | 0.17±0.07 | 0.64 | 0.33 | 3.23±0.47 | 2.42±0.15 |
| 1 | cGcm | 13.82 | Gcm | poorly sorted, matrix supported gravel | 2.3×10−4±2.1×10−4 | 0.15±0.01 | 0.64 | 0.33 | 3.37±0.07 | 2.38±0.02 |
| 2 | sGcm | 15.12 | Gcm | poorly sorted, matrix supported gravel | 6.1×10−5±5.9×10−5 | 0.13±0.04 | 0.39 | 0.33 | 3.53±0.29 | 2.34±0.08 |
| 3 | Gcg,o | 3.80 | Gcg,a | alternating gravel | 2.6×10−2±2.3×10−2 | 0.26±0.02 | 0.44 | 0.35 | 2.66±0.11 | 2.63±0.04 |
| 4 | cGcg,o | 26.21 | Gcg,a | alternating gravel | 1.3×10−1±7.4×10−2 | 0.26±0.02 | 0.42 | 0.35 | 2.64±0.11 | 2.63±0.04 |
| 5 | sGcg,o | 27.10 | Gcg,a | alternating gravel | 9.5×10−2±6.5×10−3 | 0.23±0.02 | 0.44 | 0.35 | 2.82±0.13 | 2.56±0.05 |
| 6 | sGcm,b | 0.35 | Gcg,a | alternating gravel | 4.3×10−5±1.8×10−5 | 0.22±0.02 | 0.46 | 0.33 | 2.92±0.14 | 2.53±0.05 |
| 7 | fGcm,b | 6.06 | Gcg,a | alternating gravel | 6.0×10−7±2.0×10−7 | 0.2±0.02 | 0.46 | 0.33 | 3.08±0.13 | 2.49±0.04 |
| 8 | GS-x | 5.26 | GS-x | well sorted gravel (and coarse sand) | 2.3×10−3±4.5×10−4 | 0.27±0.07 | 0.59 | 0.29 | 2.71±0.40 | 2.62±0.15 |
| 9 | S-x | 1.35 | S-x | pure, well-sorted sand | 1.4×10−4±5.0×10−5 | 0.36±0.04 | 0.43 | 0.19 | 2.38±0.21 | 2.78±0.08 |
Facies types and parameters of Descalvado analog (note: organic carbon content was below detection limit of 0.04 mg/g).
| 1 | SGt,c | 29.12 | SGt | Trough-cross-bedded sand and gravel | 3.0×10−4±9.9×10−5 | 0.32±0.04 | 0.17±0.05 | 2.66±0.24 | 2.67±0.09 |
| 2 | SGt,m | 1.72 | SGt | Trough-cross-bedded sand and gravel | 9.4×10−5±6.6×10−5 | 0.32±0.04 | 0.36±0.23 | 2.66±0.24 | 2.67±0.09 |
| 3 | Sp,f | 34.97 | Sp | Planar-cross-bedded aeolian sand | 1.6×10−4±1.7×10−5 | 0.25±0.05 | 1.86±0.22 | 3.12±0.35 | 2.51±0.11 |
| 4 | Sh/Sp,m1 | 8.84 | Sh/Sp | Horizontally laminated to planar cross-stratified sand | 1.4×10−3±6.9×10−5 | 0.33±0.05 | 0.19±0.05 | 2.61±0.29 | 2.69±0.11 |
| 5 | Sh/Sp,m2 | 1.33 | Sh/Sp | Horizontally laminated to planar cross-stratified sand | 7.8×10−5±3.1×10−5 | 0.33±0.05 | 0.08±0.03 | 2.61±0.35 | 2.69±0.13 |
| 6 | St,m1 | 5.31 | St | Trough-cross-bedded sand | 6.0×10−5±2.9×10−5 | 0.29±0.04 | 1.79±0.65 | 2.85±0.25 | 2.60±0.09 |
| 7 | St,m2 | 9.52 | St | Trough-cross-bedded sand | 2.5×10−5±1.3×10−5 | 0.29±0.05 | 5.08±0.59 | 2.85±0.32 | 2.60±0.11 |
| 8 | St,f | 9.16 | St | Trough-cross-bedded sand | 6.2×10−6±5.3×10−6 | 0.24±0.05 | 10.70±1.35 | 3.19±0.36 | 2.49±0.11 |
| 9 | Fm | 0.03 | Fm | Massive clay intraclasts | 7.8×10−8±4.2×10−8 | 0.29±0.03 | 57.47±15.09 | 1.90±0.10 | 3.00±0.05 |
Figure 3Visualization of two exemplary realizations for Descalvado and Herten aquifer analogs with colour coding of the facies types (see Tables 2 and 3).