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96

T. McEwen

Fig. 4.7. The Opalinus Clay in the Siblingen clay pit, Switzerland. Note the marked planar jointing (image courtesy of Nagra).

provides access to the rock mass on a larger scale than is possible in boreholes and allows better correlations to be developed between boreholes. Where exposure is limited, maximum use should therefore be made of man-made structures such as quarries, brick pits, etc., combined, where appropriate, with other survey methods, such as aerial geophysical techniques, geochemical mapping, multiple shallow boreholes, etc.

Where possible, access to the underground should be sought in tunnels, mines, etc. Such structures, even if they are at considerably shallower depths than is expected for a repository, can provide useful information on the larger scale on geological structures, groundwater flow, etc., especially if records of tunnelling are examined, as is indicated above. Great care has to be taken, however, when the only sources of data are shallow tunnels and boreholes (e.g., JNC, 2000) as this can clearly produce a biased database which may not reflect the rock properties at repository depth (cf. the example above of the Opalinus Clay). This can lead to very pessimistic assumptions on the likely qualities of the repository host rock, possibly leading to ‘‘over-engineering’’ of the EBS in later assessments.

4.2.2.1. Hydrogeology

To understand the groundwater flow system in and around the site under investigation, it will be necessary to study the hydraulic properties of the formations and the distribution of hydraulic heads, possibly over a large area. The geological investigations will provide the structure of the site and the lithological distributions, from which a hydrogeological model, or models, can begin to be developed (e.g., Fig. 4.8, which illustrates the link between the stratigraphy, lithology and the way in which the rock types are represented in the groundwater flow models). It is likely that this modelling will be carried out on different scales, from the regional to the local or site scale.

Site selection and characterisation

97

W

Campine Complex Sand, Clay

Quaternary

Merksplas & Brasschaat: Sand

Lillo Formation: Sand, Clay

Pliocene

Kattendijk Formation: Sand

Diest Formation: Sand

Miocene

Berchem Formation: Sand

Eigenbilzen: Sand

Boom Formation: Clay

Oligocene

Zelzate Formation:

Sand, Clay

Maldegem Formation:

Sand, Clay

Senne Group: Sand

Eocene

leper Group: Sand, Clay

Landen Group: Sand, Clay

Paleocene

Heers Formation: Marl, Sand

Cretaceous

Maastrichtian: Tuffeau, Chalk

Aquifer layer

Aquifer layer of high hydraulic conductivity Semi-permeable and impermeable layers

Aquifer layer of secondary permeability

Quaternary Aquifer

Pliocene

Aquifer

Lillo

Aquitard

Neogene

Miocene

Aquifer Aquifer

Boom Aquitard

Under-Rupelian Aquifer

Asse

Aq.

 

 

 

 

 

Lede-Br

 

 

 

ussel

 

 

 

Aquifer

Ypresian Aquitard

 

 

 

r

 

Landen

Aquife

 

 

Aquifer

Poor-quality aquifer

Aquitard

E

Meuse Terraces: Gravel, Sand

Quaternary

Mol: Sand

 

 

 

Poederlee: Sand

 

Kasterlee: Sand

Pliocene

 

Diest Formation: Sand

 

 

 

Miocene

Bolderberg Formation: Sand

 

Voort Formation: Sand

 

Eigenbilzen: Sand

 

Boom Formation: Clay

 

K.-N.C.: Clay, Sand

Bilzen

Oligocene

 

Berg: Sand

Formation

 

 

 

Borgloon Formation: Sand, Clay

 

Sint-Huilbrechts-Hern Formation:

 

Sand, Clay

 

 

Landen Group: Sand, Clay

 

Heers Formation: Marl, Sand

Palaeocene

Haspengouw Group: Sand, Clay

 

Maastrichtian: Tuffeau, Chalk

Cretaceous

K.-N.C.: Kerniel, Nucula Compta

Fig. 4.8. Schematic succession (stratigraphy, lithology and representation for the hydrogeological modelling) of the aquifers and aquitards of the Campine Basin of northern Belgium from the Cretaceous to the Quaternary, showing the Boom Aquitard (ONDRAF, 2001a,b).

Hydraulic testing in low-permeability clays can be difficult and is prone to errors if there is insufficient understanding of how the results of the testing can be influenced by the interaction between the test itself and the clay. Artefacts can be introduced by the various physico-chemical processes that can take place in the clay surrounding the test section, for example swelling of the clay minerals or borehole convergence, both of which could be misinterpreted as an enhanced flow towards the test section and, therefore, as enhanced conductivity. The results of such testing in the Opalinus Clay, which displays a uniformly low permeability and in which anomalous overpressures are present, are shown in Fig. 4.9. Testing in more permeable sediments, such as sandstones and limestones, does not normally suffer from such problems – so that it is the testing of the repository host formation that may prove the most problematic.

4.2.2.2. The regional hydrogeological model

A regional hydrogeological model will encompass the entire hydrogeological system including the host formation and may cover an extensive area; in the case of the Boom Clay this was 7000 m2 (Fig. 4.10). Its purpose is to help understand the hydrogeological system by studying the flow of groundwater in each of the aquifer units that may

98

T. McEwen

Fig. 4.9. Hydraulic testing in the Benken Borehole, northern Switzerland, showing low hydraulic conductivity and anomalous overpressure in the Opalinus Clay (the potential host formation) (Nagra, 2002a).

Site selection and characterisation

99

surround the host formation and the movement of water that takes place through it – this will take place slowly and predominantly vertically, either upwards or downwards in response to the pressure difference across it. When developing such a model, it is important to use natural boundary conditions wherever possible, which are commonly provided by the extent of the more permeable units and which are closely related to those of the geological formations – recharge in areas of outcrop and natural discharge zones provided, e.g., by rivers. Unlike more local models, the regional model also simulates the flow at considerable depth and, because of its scale, it can be used as a basis for longterm assessments in which climatic and geological changes have to be considered. It can also be used to define the boundary conditions for the sub-regional and local models.

4.2.2.3. More local hydrogeological model(s)

A more local model, or possibly models, will also be required to investigate flow on a more local scale. The sub-regional model of Fig. 4.10 has, e.g., an areal extent of approximately 1500 km2 and was designed to obtain knowledge on the directions and rates of groundwater flow on the local scale in the aquifer immediately above the Boom Clay. This was considered important because this aquifer separates the geological barrier of the disposal system (the Boom Clay) from the biosphere, where the radionuclides can come into contact with man. The refinement in the modelling of flow of groundwater within this aquifer was achieved by taking into account a greater level of detail of the hydrographic network, by using a smaller grid, and, thereby, making it possible to take smaller rivers into account and allowing a more detailed differentiation of the hydraulic properties and geometry of the formations.

Geographical extension

Hydrogeological units -- modelling

 

 

 

 

 

 

South-West

Northeast

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Mol Sands

--

 

Aquifer 1

 

 

 

 

 

 

 

 

Kasterlee Sands

--

 

Aquifer 2

 

 

 

 

 

 

 

 

Aquitard

--

Aquitard 1

 

 

 

 

 

 

 

 

“Lillo/Kasterlee”

 

 

 

 

 

 

 

 

 

 

 

 

 

Diest Sands

--

Aquifer 3

 

N

 

Hreda

 

 

 

 

Berchem Sands -- Aquifer 4

 

 

 

 

 

 

 

 

Bergen op Zoom

 

 

 

 

 

Voort Sands

--

Aquifer 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Poppel

(300 km 2)

 

 

 

 

 

 

 

 

 

 

 

Tumhout

South-West

Northeast

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lummel

 

 

 

Mol Sands

 

 

--

Aquifer 1

Arawerpen

 

 

 

 

 

 

 

 

 

 

 

 

 

Mol

 

 

 

Kasterlee Sands

--

Aquifer 2

 

 

 

 

 

 

 

Lier

 

 

 

 

 

Aquitard

--

Aquitard 1

 

 

 

 

 

 

“Lillo/Kasterlee”

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Diest Sands

 

 

--

Aquifer 3

 

 

 

Diest

 

 

 

Berchem Sands -- Aquifer 4

 

 

Auruchot

 

 

 

 

 

 

 

 

 

 

 

 

 

Hasselt

 

 

 

Voort Sands

 

 

--

Aquifer 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Brussel

Leuven

 

(1500 km

2

)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Belgium

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0km

20km

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Quaternary

 

--

Aquifer 1

Regional

 

 

Local

 

 

 

 

Quaternary Clay -- Aquitard 1

Sub-Regional

 

 

 

 

Brasschaat, Merksplas,

model

model

 

model

 

 

 

 

Mol and Poederlee -- Aquifer 2

 

 

 

 

 

 

 

 

Lillo-Kasterlee

--

Aquitard 2

 

 

 

 

 

 

 

 

Miocene

 

 

 

--

Aquifer 3

 

 

 

 

 

 

 

 

Boom Clay

 

-- Aquitard 3

 

 

 

 

 

 

 

 

Lower-Rupelian

--

Aquifer 4

 

 

 

 

(7000 km 2)

 

Asse Clay

 

 

 

--

Aquitard 4

 

 

 

 

 

Lede-Brussel

 

--

Aquifere 5

Fig. 4.10. The three scales of groundwater flow modelling carried out in Belgium as part of SAFIR 2, the regional (lowest), sub-regional (middle) and local (top) models (ONDRAF, 2001a,b).

100

T. McEwen

At the Mol site, a smaller-scale

model was also developed, covering an area

of 300 km2 and with boundary conditions determined from the larger-scale models (Fig. 4.10). This model was used as the basis for calculating the migration/dispersion of radionuclides from the repository and needed to have the required degree of detail and be as limited as possible geographically in order to avoid excessive calculation times.

As well as developing an understanding of the groundwater flow system, it is also important, perhaps of greater importance, to develop an understanding of the hydrochemical system – to determine the composition of the groundwaters, to relate these compositions to the mineralogy of the rocks and to determine the chemical evolution of the groundwater system over long periods of time. Geochemical work has two important advantages over purely hydrogeological investigations; one of these is that historical data can be extracted directly from geochemical studies without the uncertainties associated with the long-term extrapolation of groundwater flow models and the second is that a large number of variables can be measured. Most natural systems are likely to provide in excess of 250 constituents which could be measured, each of which will provide some information on one or more pieces of the overall picture, such as the residence time of the groundwater, its chemical characteristics at the time of recharge, the chemical reactions that have taken place, the extent of mixing of different groundwater systems, etc.

The sampling and analysis of groundwater from boreholes forms an essential element in a site investigation and, to ensure the collection of representative samples, the sampling programme must be included in the initial design of the borehole programme. While it is comparatively easy to obtain high-quality groundwater samples in aquifers using sampling systems that preserve the in situ pressure of the groundwater at the sampling depth, it is considerably more difficult to obtain such samples in clays (or any other very low-permeability formations such as an evaporite). In such rocks, the inflow of groundwater into any sampling system is likely to be extremely small and recourse may have to be made to pore fluid extraction from clay samples in the laboratory, by techniques such as squeezing, or by other techniques in the case of evaporites. Extensive work has been carried out over the last decade on the physico-chemical processes in deep clays, as they have become of greater interest for the disposal of radioactive waste, and chemical studies do provide one of the best methods of demonstrating the processes that have taken place in such clays over long periods of time – perhaps as much as several million years (e.g., Nagra, 2002a; ONDRAF, 2001a,b). Similarly, it is possible to demonstrate the slow rates of chemical change that have taken place in evaporites.

Figure 4.11, for example, shows the 2H profile through the Opalinus Clay, which lies between two more permeable formations of the Malm and the Keuper, and a similar profile exists for chloride and other elements. The measured values have been compared with the results of a pure diffusion model and the good fit demonstrates that there is no significant vertical advective flow. The value of such data, which is equivalent to a longterm, natural experiment, is that the results are relevant for long timescales (in this case perhaps as much as many millions of years) and over significant distances (again in this case more than 100 m). Similar results in other clays at depth could also indicate similar times and distances. Data of this type therefore provide convincing evidence of the stability of this type of natural system at depth – something that is of considerable advantage in being able to demonstrate the intrinsic suitability of such an environment for disposal purposes.