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Review of induced seismicity in geothermal systems worldwide and implications for geothermal systems in the Netherlands

Published online by Cambridge University Press:  12 February 2020

Loes Buijze*
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands Department of Geosciences, Utrecht University, Princetonlaan 4, 3584 CB Utrecht, the Netherlands
Lonneke van Bijsterveldt
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands
Holger Cremer
Affiliation:
EBN B.V., Daalsesingel 1, 3511 SV Utrecht, the Netherlands
Bob Paap
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands
Hans Veldkamp
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands
Brecht B.T. Wassing
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands
Jan-Diederik van Wees
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands Department of Geosciences, Utrecht University, Princetonlaan 4, 3584 CB Utrecht, the Netherlands
Guido C.N. van Yperen
Affiliation:
EBN B.V., Daalsesingel 1, 3511 SV Utrecht, the Netherlands
Jan H. ter Heege
Affiliation:
TNO – Geological Survey of the Netherlands, Princetonlaan 6, 3584 CB Utrecht, the Netherlands
Bastiaan Jaarsma
Affiliation:
EBN B.V., Daalsesingel 1, 3511 SV Utrecht, the Netherlands
*
Author for correspondence: Loes Buijze, Email: loes.buijze@tno.nl

Abstract

Geothermal energy is a viable alternative to gas for the heating of buildings, industrial areas and greenhouses, and can thus play an important role in making the transition to sustainable energy in the Netherlands. Heat is currently produced from the Dutch subsurface through circulation of water between two wells in deep (1.5–3 km) geothermal formations with temperature of up to ∼100 °C. As the number of these so-called doublets is expected to increase significantly over the next decades, and targeted depths and temperatures increase, it is important to assess potential show-stoppers related to geothermal operations. One of these potential hazards is the possibility of the occurrence of felt seismic events, which could potentially damage infrastructure and housing, and affect public support. Such events have been observed in several geothermal systems in other countries. Here we review the occurrence (or the lack) of felt seismic events in geothermal systems worldwide and identify key factors influencing the occurrence and magnitude of these events. Based on this review, we project the findings for seismicity in geothermal systems to typical geothermal formations and future geothermal developments in the Netherlands. The case study review shows that doublets that circulate fluids through relatively shallow, porous, sedimentary aquifers far from the crystalline basement are unlikely to generate felt seismic events. On the other hand, stimulations or circulations in or near competent, fractured, basement rocks and production and reinjection operations in high-temperature geothermal fields are more prone to induce felt events, occasionally with magnitudes of M > 5.0. Many of these operations are situated in tectonically active areas, and stress and temperature changes may be large. The presence of large, optimally oriented and critically stressed faults increases the potential for induced seismicity. The insights from the case study review suggest that the potential for the occurrence of M > 2.0 seismicity for geothermal operations in several of the sandstone target formations in the Netherlands is low, especially if faults can be avoided. The potential for induced seismicity may be moderate for operations in faulted carbonate rocks. Induced seismicity always remains a complex and site-specific process with large unknowns, and can never be excluded entirely. However, assessing the potential for inducing felt seismic events can be improved by considering the relevant (site-specific) geological and operational key factors discussed in this article.

Information

Type
Original Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
© The Author(s) 2020
Figure 0

Fig. 1. Overview of geothermal doublets, oil and gas fields, and seismicity in the Netherlands. (A) Geothermal doublets in the Netherlands and their current status (per 1 June 2019). See Table S1 (in the Supplementary Material available online at https://doi.org/10.1017/njg.2019.6) for more information on the doublets. (B) Main structural elements in the subsurface of the Netherlands and boundary fault (thick lines). The thin lines indicate faults in the Permian formations (www.nlog.nl). Oil and gas fields are shown (www.nlog.nl) as well as natural seismicity (red) and induced seismicity (blue) (source: www.knmi.nl, 6 August 2019). AB: Ameland Block; BFB: Broad Fourteens Basin; CNB: Central Netherlands Basin; FP: Friesland Platform; GH: Groningen High; LBM: London–Brabant Massif; LSB: Lower Saxony Basin; LT: Lauwerszee Trough; PB: Peel Block; RVG: Ruhr Valley Graben; TIJH: Texel–IJsselmeer High; VB: Vlieland Basin; WNB: West Netherlands Basin.

Figure 1

Fig. 2. Mohr diagrams in 2D with failure criteria and example stress state. (A) Mohr diagram with a composite Griffith–Coulomb failure envelope (black line), with tensile strength T0 and cohesion C. The stress state at shear failure on a fault plane with θ is drawn (green semicircle). Different failure modes (tensile, compressive shear, mixed mode) are illustrated. (B) Mohr diagram with failure lines for intact rocks and pre-existing faults. An example stress state is given (green semicircle) with three different fault orientations relatively far from failure (blue dots) and one fault orientation relatively close to failure (yellow square).

Figure 2

Fig. 3. Simplified examples of the dominant mechanisms causing stress changes in geothermal systems. Examples are given for a normal faulting regime (σh < σH < σv). (A) Schematic 2D illustration of pore pressure increases in a fault and diffusion of pressure along the fault. (B) Schematic 2D illustration of poroelastic stressing in and around a spherical pressurised volume. (C) Schematic 2D illustration of poroelastic stressing in and around a spherical cooled volume. Case 1: stresses on a fault within the pressurised or cooled volume. Case 2: stresses on a fault just outside the pressurised or cooled volume. (D–F) Mohr circle diagram showing the stress changes due to scenarios A–C.

Figure 3

Fig. 4. Map of locations of case studies included in the review. (A) Global map showing location of reviewed cases. Background colours indicate the strain rate magnitude (second invariant of the strain rate tensor) in nanostrains a−1, after the Global Strain Rate Model (Kreemer et al., 2014). (B) Zoomed map of main geothermal regions in Europe and locations of case studies. CB: Cornubian batholith, CF: Carpathian Mountains and Foredeep, IVZ: Iceland Volcanic Zones (combined east, west and neovolcanic zones), MB: Molasse Basin, NGB: North German Basin, NDB: Norwegian–Danish Basin, PAN: Pannonian Basin, PL: Polish Lowlands, RVG: Ruhr Valley Graben, TLG: Tuscany–Latium Geothermal Area, URG: Upper Rhine Graben, WNB: West Netherlands Basin. Shown but not included AB: Aquitaine Basin (modified from Robertson Basins and Plays).

Figure 4

Fig. 5. Schematic illustration of geothermal system types.

Figure 5

Fig. 6. Cross-section of the stratigraphy of the Paris Basin (Dentzer et al., 2016, reprinted with permission from Elsevier).

Figure 6

Fig. 7. Overview of geothermal systems in the Munich area in the Molasse Basin. (A) Overview map showing Munich, the location of geothermal projects, and local fault structures. (B) Cross-section of the Mollasse Basin (Seithel et al., 2019, reprinted with permission from Elsevier).

Figure 7

Fig. 8. Occurrence of induced seismic events for different (A) play types, with VF: volcanic fields, PT: plutonic type, EDT: extensional domain type, IBT: intracratonic basin type, OBT: orogenic belt type, and BT: basement type. (B) Rock types, and (C) system types, with PS: petrothermal systems or EGS, GF: geothermal field, and HSA: hot sedimentary aquifer.

Figure 8

Fig. 9. Average rock matrix porosity against depth and the occurrence of induced seismicity. Cases where induced seismicity occurred are shown by square symbols where the size of the symbol scales with maximum magnitude. Cases where no seismicity was observed or seismic events were low (M < 2.0) are indicated with circles. Colours of the symbols give the rock type. (A) Case histories in conduction-dominated settings, including EGS and hot sedimentary aquifers (HSA). (B) Case histories in convection-dominated settings including EGS and hydrothermal systems (geothermal fields). For numbers see Table S2 (in the Supplementary Material available online at https://doi.org/10.1017/njg.2019.6); geothermal areas PL: Polish Lowlands, URG: Upper Rhine Graben, WNB: West Netherlands Basin.

Figure 9

Fig. 10. Geological and tectonic parameters against maximum magnitudes observed at geothermal sites. Colours indicate the rock type of the geothermal target formation, the symbols the system type. The dotted lines indicate the range of possible magnitudes for cases where no seismicity was reported. The upper bound of this range indicated the magnitude of completeness in case local networks were present, or a M 2.0 (approximately the threshold for events to be felt) if no local network was present. (A) Depth to (crystalline) basement (negative values mean below basement). (B) Strain rate magnitude (second invariant of the strain rate tensor) from the Global Strain Rate Model (GSRM) (Kreemer et al., 2014). R indicates the geothermal site was situated in a region assumed inactive in the GSRM. (C) Tectonic regime, where NF: normal faulting regime, NF-SS: transtensional regime, SS: strike-slip regime, SS-TF: transpressive regime, TF: thrust faulting regime.

Figure 10

Fig. 11. Operational parameters and maximum magnitudes of induced seismicity at the sites included in the case study review. The dotted lines indicate the range of possible magnitudes for cases where no seismicity was reported. The upper bound of this range indicated the magnitude of completeness in case local networks were present, or a M 2.0 (approximately the threshold for events to be felt) if no local network was present. (A) Injection pressure at the wellhead, (B) Absolute volume change, (C) Maximum reservoir temperature, (D) Temperature difference between reservoir temperature and injected fluid temperature.

Figure 11

Fig. 12. Model coefficients of the logistic regression analysis of the five geological parameters on the occurrence of felt seismicity.

Figure 12

Table 1. Main geothermal target formations in the Netherlands and seismogenic potential. For a more extensive description of the lithostratigraphy see www.dino-loket

Figure 13

Fig. 13. Depth maps of the main geothermal target formations in the Netherlands; doublets targeting these formations are indicated by black dots. Depth maps of the aquifers are from ThermoGIS v2.1. (A) Tertiary (Brussels Formation), (B) Lower Cretaceous (Rijnland Group), (C) Upper Jurassic (Schieland Group, Delft and Alblasserdam Members), (D) Lower Triassic, (E) Permian (Rotliegend), (F) Upper Carbonifeorus (Limburg Group, Hunze and Dinkel Subgroups), (G) Lower Carbonfierous (Zeeland Group), (H) cross-section along the AA–AA′ line shown in (E) (www.dino-loket.nl).

Figure 14

Fig. 14. Stratigraphy of the West Netherlands Basin, from the Late Triassic to the Cenozoic (DeVault & Jeremiah, 2002). AAPG©2002. Reprinted with permission of the American Association of Petroleum Geologists (AAPG) whose permission is required for further use.

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