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Synthesis of results for Brine Availability Test in Salt (BATS) DECOVALEX-2023 Task E

Journal Article · · Geomechanics for Energy and the Environment
 [1];  [2];  [3];  [4];  [5];  [4];  [5];  [1];  [6];  [7];  [8];  [4];  [7];  [3]
  1. Sandia National Lab. (SNL-NM), Albuquerque, NM (United States)
  2. Centrale Organisatie Voor Radioactief Afval (COVRA) (Netherlands)
  3. Quintessa Limited, Henley-on-Thames (United Kingdom)
  4. Los Alamos National Laboratory (LANL), Los Alamos, NM (United States)
  5. Gesellschaft für Anlagen- und Reaktorsicherheit gGmbH (GRS), Cologne (Germany)
  6. Nuclear Waste Services (NWS) (United Kingdom)
  7. Lawrence Berkeley National Laboratory (LBNL), Berkeley, CA (United States)
  8. Bundesanstalt für Geowissenschaften und Rohstoffe (BGR) (Germany)

In the 2023 phase of the international collaborative DECOVALEX modeling project, Task E focused on understanding thermal, hydrological, and mechanical (THM) processes related to predicting brine migration in the excavation damaged zone around a heated excavation in salt. Salt is attractive as a disposal medium for radioactive waste because it is self-healing and is essentially impermeable and non-porous in the far field. Investigation of the short-term, near-field behavior is important for radioactive waste disposal because this early period strongly controls the amount of inflowing brine. Brine leads to corrosion of waste forms and waste packages, and possible dissolution of radionuclides with brine transport being a potential transport vector to the accessible environment. The Task was divided into steps. Step 0 included matching unheated brine inflow data from boreholes at the Waste Isolation Pilot Plant (WIPP) and matching temperature observations during a Brine Availability Test in Salt (BATS) heater test. Step 1 included validation of models against a thermo-poroelastic analytical solution, and two-phase flow around an excavation. Finally, Step 2 required all the individual components covered in steps 0 and 1 to come together to match observed brine inflow behavior during the same BATS heater test. There were a range of approaches from the teams, from mechanistic to prescriptive. Given the uncertainties in the problem, some teams used one- or two-dimensional models of the processes, while other teams included more geometrical complexity in three-dimensional models. Task E was a learning experience for the teams involved, and feedback from the modeling teams has led to changes in follow-on BATS experiments at WIPP. The primary Task E lessons learned were the impact of hydrologic initialization methods (wetting up vs. drying down), the difference between confined and unconfined thermal expansion, and the large changes in permeability associated with heating and cooling.

Research Organization:
Sandia National Laboratories (SNL-NM), Albuquerque, NM (United States)
Sponsoring Organization:
USDOE
Grant/Contract Number:
NA0003525
OSTI ID:
2584991
Alternate ID(s):
OSTI ID: 2440383
Report Number(s):
SAND--2025-06870J; 1737097
Journal Information:
Geomechanics for Energy and the Environment, Journal Name: Geomechanics for Energy and the Environment Journal Issue: DECOVALEX- Vol. 39; ISSN 2352-3808
Publisher:
ElsevierCopyright Statement
Country of Publication:
United States
Language:
English

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