A total of 9 new deep boreholes were drilled between 2019 and 2022. Together with the existing deep boreholes Riniken (RIN; JO), Weiach (WEI; NL) and Benken (BEN; ZNO), each of the three siting regions has between 3 and 5 deep boreholes, which were used for calibration and depth conversion of the 3D seismic data (Fig. 2‑2).

The main aims of the most recent drilling programme were the calibration of the 3D seismic data and the geological characterisation of the host rock and the adjacent low-permeability confining units (e.g. mineralogy, porosity, transport properties, geomechanical properties, hydraulic state, stress conditions; see Chapters 4 and 5). A further aim was to characterise the deep aquifers above and below the host rock and its low-permeability confining units as they define the boundary conditions for transport in the aquitard sequence and represent the most important hydraulic con­nection to the biosphere. The investigations of the deep aquifers included an assessment of hydraulic conductivities, hydraulic heads and the characterisation of the groundwater geo­chemistry and residence times.

In most of the boreholes, the bulk of the Mesozoic rock sequence and the uppermost part of the underlying Paleozoic rock was cored, providing information on the host rock, confining units, neighbouring aquifers and on the underlying evaporitic series, known to be relevant for tectonic evolution. One of the boreholes, RHE1 (ZNO), was deviated to investigate the structural and hydrogeological characteristics of the Opalinus Clay in the area of a steeply dipping fault.

A comprehensive programme of investigations was undertaken downhole and on rock cores, and fluid samples were obtained from the boreholes. Downhole investigations included petrophysical logging, groundwater sampling and in-situ testing (fluid logging, hydraulic packer tests, micro­hydraulic fracturing tests). Following detailed core logging, a comprehensive characterisation programme of laboratory measurements was performed, including mineralogy, porosity, hydrau­lic conductivity, porewater and groundwater chemistry, groundwater dating, as well as a suite of geomechanical properties with customised on-site sampling and sample conditioning procedures (Rufer & Stockhecke 2019) and laboratory measurement protocols (e.g. Minardi et al. 2021, Waber 2020).

A generic work programme including a short description of the exploration tools can be found in Nagra (2019a). The results of field investigations and laboratory measurements are documented in comprehensive borehole-specific data reports (Tab. 2‑1).

Tab. 2‑1:List of Nagra’s 9 deep boreholes drilled 2019 – 2022 and other important deep boreholes (shown in italics), including references to data reports

MD: Measured depth below ground level. 1 498.51 m true vertical depth (TVD), 2 745.33 m TVD, 3 only middle and lower sections of Opalinus Clay (OPA) encountered. Borehole locations are shown in Fig. 2‑2.

Siting region

Borehole name

Abbrevi ation used in report

Data reports

Nagra Report No.

Depth Top OPA [m MD]

Final depth [m MD]

JO

Bözberg-1-1

BOZ1

Nagra (ed.) 2022a

NAB 21-21

530.28

1'037.39

JO

Bözberg-2-1

BOZ2

Nagra (ed.) 2022b

NAB 21-22

451.54

829.11

JO

Riniken

RIN

Nagra 1990

NTB 88-09

450.93

1'800.50

JO

Beznau

BEZ

Nagra 1984

NTB 84-34

(20.3) 3

321.8

NL

Bülach-1-1

BUL1

Nagra (ed.) 2021a

NAB 20-08

891.70

1'370.19

NL

Stadel-3-1

STA3

Nagra (ed.) 2022d

NAB 22-01

779.26

1'280.88

NL

Stadel-2-1

STA2

Nagra (ed.) 2022c

NAB 22-02

799.67

1'288.12

NL

Bachs-1-1

BAC1

Nagra (ed.) 2023b

NAB 22-04

808.34

1'306.26

NL

Weiach

WEI

Nagra 1989

NTB 88-08

665.67

2'482.20

ZNO

Trüllikon-1-1

TRU1

Nagra (ed.) 2021c

NAB 20-09

816.42

1'310.0

ZNO

Marthalen-1-1

MAR1

Nagra (ed.) 2021b

NAB 21-20

590.35

1'099.25

ZNO

Rheinau-1-1

RHE1

Nagra (ed.) 2023a

NAB 22-03

524.61 1

827.99 2

ZNO

Benken

BEN

Nagra 2001

NTB 00-01

652.04

1'007.00

Schafisheim

SHA

Nagra 1992

NTB 88-11

1'079.95

2'006.50

Schlattingen-1

SLA1

Albert et al. 2012

NPB 12-16

949.70

1'508.00

The deep drilling programme substantially expanded the database for characterising and quanti­fying radionuclide transport in the geological barrier. Fig. 2‑3 shows the marked increase in the available data for some key measurements relating to safety:

  • The large number of additional hydraulic packer tests increases confidence in the hydraulic characterisation of the host rock, adjacent low-permeability confining units and neighbouring aquifers (Sections 4.5.3 and 5.6).

  • A large number of diffusion measurements from various lithologies across the host rock and confining units allows the diffusion properties to be quantitatively linked to the clay-mineral content (Section 5.8). This increases the representativity and robustness of the diffusion properties used for transport modelling.

  • Closely spaced porewater chemistry determinations along all boreholes (profiles of natural tracers in the porewater; see Section 4.6), in combination with groundwater geochemistry measurements and 81Kr groundwater residence times from the aquifers (see Section 4.5.5), provide key information on transport over the past 104 to 107 years. Furthermore, the pore­water chemistry measurements in the Opalinus Clay allow the characterisation of the geo­chemical conditions in the host rock to understand the stability of the engineered barriers (Section 5.4).

  • A detailed programme of mineralogical characterisation of the host rock and confining units (Section 5.2) allows the relationship to other key parameter measurements (e.g. geo­mechanical properties, diffusion coefficients and hydraulic conductivity) to be quantified (Sections 5.5, 5.6 and 5.8). This is important in assessing long-term stability, because the clay-mineral content is a key factor controlling the self-sealing behaviour of faults (Section 5.7).

  • A thorough understanding of the stress state in the host rock is important for engineering design and long-term stability (repository-induced effects, self-sealing of faults). The dataset gained from microhydraulic fracturing in the new campaign is exceptional both in terms of methods applied and data frequency and allows a robust characterisation of the stress magnitudes (Section 4.4).

A more detailed discussion of the evolution of the database and the related progress in site characterisation and process understanding is given in Section 7.1.

image6.png

Fig. 2‑3:Increase in size of the database for key parameters during the 2019 – 2022 deep drilling campaign

The above overview includes the 9 new boreholes as well as the BEN, RIN, WEI, SLA1, BEZ and SHA boreholes. Data are projected onto the lithostratigraphic column for the STA2 borehole, which is shown as a reference on the left. For an introduction to the lithostrati­graphic column see Section 3.1. Ntot indicates the total number of measurements per for­mation. The length of the horizontal bars represents the number of measurements normalised by the thickness of the formation. Longer bars thus indicate higher densities of data points in the corresponding formation. Parameters with one asterisk indicate laboratory experiments on drill cores, while parameters with two asterisks represent in-situ measurements in the boreholes.

The figure shows the substantial increase in the database resulting from the new drilling campaign and reflects the investigation focus on the host rock and the surrounding confining units.