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  • 1
    Online Resource
    Online Resource
    Copernicus GmbH ; 2023
    In:  Safety of Nuclear Waste Disposal Vol. 2 ( 2023-09-06), p. 121-121
    In: Safety of Nuclear Waste Disposal, Copernicus GmbH, Vol. 2 ( 2023-09-06), p. 121-121
    Abstract: Abstract. Crystalline rock formations, which are considered potential host rock formations for geological repositories in Germany, often exhibit fractures that complicate the generation of safety assessment models. To quantify the criteria outlined in the Ordinance on Repository Safety Requirements accurately, it is necessary to take these fractures into account and to consider both intact rock and rock mass properties in numerical models. The consideration of fractures in numerical models is a challenge due to the complex three-dimensional nature of the fractures. In the literature, various methods to approach this challenge are documented, but the combination of assumptions and simplifications often associated with these methods can lead to significant uncertainties in numerical calculations. To address this challenge, we evaluated the suitability of various modelling approaches in fractured media, based on criteria such as accuracy, computational efficiency, ease of implementation, and suitability for specific types of problems. Comparative calculations (benchmarks) are used to develop the corresponding numerical models based on previously defined generic models that contain fractures. In this way, it is possible to clarify the influence of different numerical approaches on modelling results, thus providing a basis for assessing the modelling uncertainties required in the safety case. We would like to give an overview of two R&D projects, SUSE (Safety analyses for repository systems in crystalline rocks) and PRECODE (Investigating the impacts of mining activities at great depths on the integrity of crystalline rock in the context of high-level radioactive waste disposal). SUSE addresses hydraulic problems, specifically groundwater flow in fractured crystalline rock. Analysing groundwater flow direction and rate is crucial to assess the transport of radionuclides in the geosphere, as they are most likely to be transported by groundwater. Different approaches were tested, such as approaches that consider the fractures in an explicit manner and approaches that try to upscale the heterogeneous fracture properties, and were compared with each other via benchmark cases. The cases specified differ mainly in the number of fractures considered (single fracture and fracture network) and the physical processes to be simulated (fluid flow and solute transport). PRECODE, on the other hand, focuses on mechanical problems, specifically the mechanical integrity of the geological barrier. The integrity must be shown by demonstrating that the dilatant strength and expected fluid pressure do not exceed the strength of the host rock. Different approaches were tested, such as approaches that explicitly represent fractures using discontinuum and continuum methods as well as upscaling approaches that consider only the integral strength of a rock mass, and were compared with each other via benchmark cases. The assumed cases differ mainly in the respective scale considered, such as borehole, tunnel, and repository scales. Overall, this research provides insight into the challenges and best practices for modelling fractures in geological repositories and for improving the safety of high-level radioactive waste disposal.
    Type of Medium: Online Resource
    ISSN: 2749-4802
    Language: English
    Publisher: Copernicus GmbH
    Publication Date: 2023
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  • 2
    Online Resource
    Online Resource
    TU Delft OPEN Publishing ; 2023
    In:  Symposium on Energy Geotechnics 2023 ( 2023-10-03)
    In: Symposium on Energy Geotechnics 2023, TU Delft OPEN Publishing, ( 2023-10-03)
    Abstract: Gas transport in porous media is of interest in many industrial applications, such as the oil and gas industry, geological storage, and  deep geological repositories for radioactive waste. In a deep geological repository, gas will be generated due to the corrosion of metallic components and the degradation of organic materials. This leads to a build-up of gas pressure, which may activate gas transport through the host rock as well as the excavation-damaged zone around backfilled galleries. In order to understand  different transport mechanisms involved, numerical simulations were performed, and the results were compared with laboratory data. In the framework of the EURAD/GAS project, a gas pressure-dependent permeability model was implemented into the finite element code OpenGeoSys-6 (OGS-6) [1]. The permeability alteration in this model is a function of gas pressure. The laboratory experiments showed that the rate of permeability change are different at low and high gas pressures. Therefore, the permeability model employed a threshold pressure ( to categorize this behaviour.  and  are empirical parameters. Moreover, two other permeability models were employed to study the hydro-mechanical behaviour of the host rock and permeability changes. In the strain-dependent permeability model, the permeability change was related to the elasto-plastic behaviour of the host rock, and in the embedded fracture model, it was related to the opening and closure of fractures [3] [4]. Thus, volumetric elastic strain and equivalent plastic strain are employed to be the controlling variables. The initial  permeability of the intact rock samples were determined by applying a constant pressure at the upstream and downstream of the samples (i.e. constant pressure gradient). The imperical parameters were determined by matching experimental and numerical results. Two types of gas injection tests carried out by the Institute for Rock Mechanics (IFG GmbH, See Figure 1) were used to investigate the gas transport through Opalinus Clay and to examine the permeability models [2]. The first experiment demonstrates an advective-diffusiion gas transport through the sample and an elastic deformation. The second experiment highlights the formation of a tensile fracture (plastic deformation and preferred flow path). In both experiments the advective transport is the dominant transport mechanism. The strain-dependent permeability model was successfully applied to reproduce the hydro-mechanical behaviour of the host rock in both elastic deformation test and tensile fracture test (see Figures 2 and 3). The hydro-mechanical response of a saturated single phase flow model was compared with the behaviour of a saturated two-phase flow model. Both single phase and two-phase flow models were able to describe the hydraulic as well as mechanical behaviour of the experiments performed. Therefore, one can conclude that in these experiments the water phase (wet-phase) was immobile. A gas injection test under triaxial conditions was performed by École Polytechnique Fédérale de Lausanne (EPFL) in saturated Opalinus Clay (Fig. 4). The numerical simulations reproduced the hydro-mechanical behaviour of the sample during the gas injection test. A two-phase flow model was applied to simulate the experiment. The relative permeabilities and capillary pressure functions followed Mualem approach and van Genuchten formulation, respectively. The outflow volume and mechanical response of the sample were measured. The experimental results were in good agreement with the numerical ones. The results of the modelling illustrated the penetration of gas into the sample and hence, the displacement of water (see Figures 5 and 6).
    Type of Medium: Online Resource
    ISSN: 2950-4104
    Language: Unknown
    Publisher: TU Delft OPEN Publishing
    Publication Date: 2023
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