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16.2 - Severe Accident Analysis (RRC-B) - EDF Hinkley Point

16.2 - Severe Accident Analysis (RRC-B) - EDF Hinkley Point

16.2 - Severe Accident Analysis (RRC-B) - EDF Hinkley Point

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SUB-CHAPTER : <strong>16.2</strong>PRE-CONSTRUCTION SAFETY REPORTCHAPTER 16: RISK REDUCTION AND SEVEREACCIDENT ANALYSESPAGE : 153 / 295Document ID.No.UKEPR-0002-162 Issue 04In the RIT method, the terminal spread melt thickness δ spr is shown to be a function of the timescales of two competing processes: hydrodynamic (convective) spreading τ conv , and solidificationτ sold . In the gravity-inertia regime, the hydrodynamic spreading time scale τ conv , is determined asthe time period required for liquid (melt) to reach its capillary thickness, δ cap . The characteristicsolidification time, τ sold , is defined as the time period needed to cool the melt to an immovablestate. For this, not only the superheat, but also a part η of the latent heat of fusion, has to beremoved from the bulk melt. Based on the mass and momentum conservation equations, asquare-root relation was established between the dimensionless length scale (representing ratioδ spr /δ cap ) and the dimensionless time scale (representing ratio τ conv /τ sold ). The square-root lawwas shown to be valid in both gravity-inertia and gravity-viscous regimes, employing adimensionless viscosity number, which was analytically derived.An experimental program - "Scaled Simulant Spreading Experiments" (S3E) - was performed atRIT. The S3E data was analysed and found to fit very well with the scaling rationale developed.The RIT method was then used to predict the spreading distance in one-dimensionalhigh-temperature oxidic melt spreading tests at RIT. Very good agreement between the pre-testprediction results and data was obtained. The validation success confirmed assumptions madein deriving the model equations (e.g., η = 0.5) and justified the use of the heat transfercorrelations employed.Extensive validation of the RIT method was performed against the data from a large number ofspreading experiments. The method was found to predict the spreading distance in one- andtwo-dimensional channels with reasonable accuracy. It was also found that the spreading in twodimensionalchannels is bound by the channel sidewalls and hence essentially one-dimensional.The RIT method was employed to perform pre-test predictions for the COMAS EU-2b core meltspreading experiment [Ref] with good agreement between the predicted and observedspreading distance. Validation of the RIT method for melt spreading into an open area was alsoperformed on the database obtained from the RIT simulant-material experiments. It was foundthat melt spreading into an open area is significantly different from 1D-spreading. As the meltcan spread in all directions, the hydrodynamic spreading time-scale is remarkably reduced, andhence the spreading area significantly enhanced. As a result, the terminal melt thickness maydecrease by a factor of 3 to 10, as compared to the corresponding 1D-case.As the EPR core catcher is somewhere between a 1D- and 2D-geometry, both RIT methods for(i) an open area and (ii) a channel were employed to predict the core melt spreadingcharacteristics for the EPR. The latter represents a conservative lower bound estimate for themelt-covered area.The characteristics of core melt spreading in the EPR case were evaluated for selected coremelt accident scenarios, in which the melt superheat and flow rate, and the physical propertiesare subject to uncertainties. The effect of both the scenario and the phenomenological(modelling) uncertainties are outlined. A probabilistic assessment framework, incorporating thedeterministic and parametric models, was developed to test both phenomenological andscenario uncertainties in the evaluation of the safety-important parameters, i.e. the terminalspread-melt thickness, or the coverage of the melt retention area by core melt. Such treatmentof uncertainties achieves an integrated assessment, showing the influence of uncertainties ofdifferent parameters on the results obtained.The assessment was performed for two basic cases with either a low (case A) and high (case B)amount of sacrificial concrete slag added to the oxidic corium before spreading. Again, only theoxidic melt fraction was considered. In addition, a lower range of core melt discharge rate waschosen for a bounding evaluation of the spreading characteristics for case B.

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