2013
DOI: 10.2172/1063828
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Enhanced Ex-Vessel Analysis for Fukushima Daiichi Unit 1: Melt Spreading and Core-Concrete Interaction Analyses with MELTSPREAD & CORQUENCH

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Cited by 17 publications
(45 citation statements)
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“…During the Fukushima accident, the integrity of the RPVs in units 1, 2 and 3 could not be retained and vessel failure is believed to have occurred in all three units. Several reports state that MCCI very likely occurred at least in units 1 and 3 [14,15]. A benchmark study of the accident progression at 1FNPS (BSAF project) was performed with the participation of sixteen organizations and eight countries (France, Germany, Korea, Russia, Spain, Switzerland, the U.S., and Japan) [16].…”
Section: The Molten-core-concrete-interaction In Fukushima Daiichimentioning
confidence: 99%
“…During the Fukushima accident, the integrity of the RPVs in units 1, 2 and 3 could not be retained and vessel failure is believed to have occurred in all three units. Several reports state that MCCI very likely occurred at least in units 1 and 3 [14,15]. A benchmark study of the accident progression at 1FNPS (BSAF project) was performed with the participation of sixteen organizations and eight countries (France, Germany, Korea, Russia, Spain, Switzerland, the U.S., and Japan) [16].…”
Section: The Molten-core-concrete-interaction In Fukushima Daiichimentioning
confidence: 99%
“…Thus, there is a need to employ an exvessel spreading model (MELTSPREAD) as well as account for melt-concrete interactions with below vessel structure and water on the drywell floor. Regarding local changes in debris surface elevation due to natural mechanisms during core concrete interaction (CCI), this topic can be informed not only by extending the CORQUENCH debris coolability model [11,12], but also by physical insights and observations gained from core-debris coolability experiments that are ongoing at ANL supported by international partners.…”
Section: Rationale and Objectivesmentioning
confidence: 99%
“…The answer to the second question relates not only to the extent that the core debris has spread (which determines the melt depth and available surface area for cooling), but also to the longer-term core debris coolability issue [11]; (i.e., the fraction of the overall decay heat in the core debris that is dissipated by boiling to overlying coolant versus ablation of underlying concrete). If the core debris is quenched and rendered permanently coolable, then the minimum water injection rate would be determined by the functional need to remove all the decay heat in the core debris that has relocated.…”
Section: Rationale and Objectivesmentioning
confidence: 99%
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