Din avgränsning ger 116 träffar.
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2012:54 Technical Note, Initial Review Phase for SKB´s safety assessment SR-Site: Geological structures and deformation zones, from site investigation to safety assessment
selected by the Swedish Nuclear Fuel and Management Co (SKB) for location of a deep geological repository, i.e. a storage for spent nuclear fuel at about 500 m depth in Precambrian metamorphosed rocks. The location ... is composed of granite-like rocks (granites and granodiorites). The fold is bordered on each side, i.e. to the northeast and southwest, by subvertical regional brittle deformation zones (DZ) trending WNW...
Innehållstyp: Publikationer -
2012:58 Technical Note, Independent radionuclide transport modelling – Reproducing results for main scenarios
referred to simply as the “Radionuclide Transport Report.” The modelling focused on two scenarios: (i) Canister Failure by Corrosion and (ii) Canister Failure by Shear Load, to evaluate whether SKB computations ... support the safety assessment documented in the SR-Site main report (SKB, 2011). The review evaluated (i) transparency of the SKB computations (e.g., are data and descriptions sufficient to reproduce computations...
Innehållstyp: Publikationer -
2014:29 Technical Note, Independent Modelling of Radionuclide Transport, Evaluation of Colloid Transport Modelling – Main Review Phase
case. Modelling radionuclide attachment to clay colloids as reversible linear equilibrium sorption (i.e., using a Kd distribution factor approach) is reasonable and well supported. Nonetheless, in this ... case. Modelling radionuclide attachment to clay colloids as reversible linear equilibrium sorption (i.e., using a Kd distribution factor approach) is reasonable and well supported. Nonetheless, in this...
Innehållstyp: Publikationer -
2012:24 Technical Note, Initial Review of SR-Site Main Report
complete in the sense that it includes all of the expected assessment steps. SR-Site suggests that (i) buffer erosion and copper corrosion leading to canister failure, and (ii) canister failure due to shear ... complete in the sense that it includes all of the expected assessment steps. SR-Site suggests that (i) buffer erosion and copper corrosion leading to canister failure, and (ii) canister failure due to shear...
Innehållstyp: Publikationer -
2014:10 Technical Note, Rock Mechanics - Confidence of SKB’s models for predicting the occurrence of spalling – Main Review Phase
proposed by SKB (referred to as “most likely”) is unlikely from a structural-geomechanical perspective, i.e. it is inconsistent with strength parameters of the rock mass provided by SKB; however, SKB’s model ... proposed by SKB (referred to as “most likely”) is unlikely from a structural-geomechanical perspective, i.e. it is inconsistent with strength parameters of the rock mass provided by SKB; however, SKB’s model...
Innehållstyp: Publikationer -
2013:28 Brine intrusion by upconing for a high-level nuclear waste repository at Forsmark. Scoping calculations
of these cases are realistic for the Forsmark site. In addition, the fall of the upconed salt mound (i.e. downconing) following closure of the repository is also evaluated. In particular the objectives are ... of these cases are realistic for the Forsmark site. In addition, the fall of the upconed salt mound (i.e. downconing) following closure of the repository is also evaluated. In particular the objectives are...
Innehållstyp: Publikationer -
2013:14 Approaches used for Clearance of Lands from Nuclear Facilities among Several Countries – Evaluation for Regulatory Input
the specific site and on the expected future use of the land, for example farming or industrial use (i.e. green or brown field, respectively). This does however not exclude that general clearance levels ... the specific site and on the expected future use of the land, for example farming or industrial use (i.e. green or brown field, respectively). This does however not exclude that general clearance levels...
Innehållstyp: Publikationer -
2014:58 Technical Note, Rock Mechanics - Assessing probability and extent of blind faults and fault-end growth around the KBS-3 repository at Forsmark – Main Review Phase
analysis of geological system behaviour. Simulation of the influence of the thermal phase showed that i) sub-vertical deformation zones parallel to the repository contour are stabilised, ii) sub-vertical ... analysis of geological system behaviour. Simulation of the influence of the thermal phase showed that i) sub-vertical deformation zones parallel to the repository contour are stabilised, ii) sub-vertical...
Innehållstyp: Publikationer -
2014:33 Technical Note, Reproduction of SKB’s Canister Failure Calculations - What-If and ‘Residual’ Scenario to Illustrate Barrier Functions
reference cases and selected what-if scenario cases. The what-if scenario cases we considered include (i) corrosion scenario with initial advection, (ii) corrosion scenario with faster spent nuclear fuel (SNF) ... reference cases and selected what-if scenario cases. The what-if scenario cases we considered include (i) corrosion scenario with initial advection, (ii) corrosion scenario with faster spent nuclear fuel (SNF)...
Innehållstyp: Publikationer -
2012:35 Technical Note, Review of SKB’s Code Documentation and QA for the SR-Site Safety Assessment
MSR. SKB used 22 codes in developing its safety case in SR-Site. The MSR addresses three categories: (i) commercial codes: ABAQUS, CODE_BRIGHT, ConnectFlow, Ecolego, ERICA Tool, MATLAB, MIKE SHE, PHAST, PHREEQC ... SKB used 22 codes in developing its safety case in SR-Site. The MSR addresses three categories: (i) commercial codes: ABAQUS, CODE_BRIGHT, ConnectFlow, Ecolego, ERICA Tool, MATLAB, MIKE SHE, PHAST,...
Innehållstyp: Publikationer
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