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Challenges Ahead for Nuclear Facility Site-Specific Seismic Hazard Assessment in France: The Alternative Energies and the Atomic Energy Commission (CEA) Vision

机译:法国核设施现场特定地震危害评估的挑战:替代能源和原子能委员会(CEA)愿景

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Seismic analysis in the context of nuclear safety in France is currently guided by a pure deterministic approach based on Basic Safety Rule (RSgle Fondamentale de SA ret,) RFS 2001-01 for seismic hazard assessment, and on the ASN/2/01 Guide that provides design rules for nuclear civil engineering structures. After the 2011 Tohohu earthquake, nuclear operators worldwide were asked to estimate the ability of their facilities to sustain extreme seismic loads. The French licensees then defined the 'hard core seismic levels', which are higher than those considered for design or re-assessment of the safety of a facility. These were initially established on a deterministic basis, and they have been finally justified through state-of-the-art probabilistic seismic hazard assessments. The appreciation and propagation of uncertainties when assessing seismic hazard in France have changed considerably over the past 15 years. This evolution provided the motivation for the present article, the objectives of which are threefold: (1) to provide a description of the current practices in France to assess seismic hazard in terms of nuclear safety; (2) to discuss and highlight the sources of uncertainties and their treatment; and (3) to use a specific case study to illustrate how extended source modeling can help to constrain the key assumptions or parameters that impact upon seismic hazard assessment. This article discusses in particular seismic source characterization, strong ground motion prediction, and maximal magnitude constraints, according to the practice of the French Atomic Energy Commission. Due to increases in strong motion databases in terms of the number and quality of the records in their metadata and the uncertainty characterization, several recently published empirical ground motion prediction models are eligible for seismic hazard assessment in France. We show that propagation of epistemic and aleatory uncertainties is feasible in a deterministic approach, as in a probabilistic way. Assessment of seismic hazard in France in the framework of the safety of nuclear facilities should consider these recent advances. In this sense, the opening of discussions with all of the stakeholders in France to update the reference documents (i.e., RFS 2001-01; ASN/2/01 Guide) appears appropriate in the short term.
机译:在法国核安全背景下的地震分析目前基于基于基本安全规则的纯粹的确定方法(Rsgle FondandaleDea Ret,)RFS 2001-01,用于地震危险评估,以及ASN / 2/01指南为核土木工程结构提供设计规则。在2011年举起地震之后,核算核算子被要求估计其设施维持极端地震荷载的能力。然后法国持牌人定义了“硬核心地震水平”,高于考虑设计或重新评估设施安全的“硬核心地震级别”。这些最初是在确定性的基础上建立的,并且他们最终通过最先进的概率地震危险评估合理。在过去15年中,在法国评估法国的地震危险时,不确定因素的欣赏与传播。这种进化为本文章提供了动机,其目的是三倍:(1)提供对法国当前做法的描述,以评估核安全方面的地震危害; (2)讨论并突出不确定性的来源及其治疗; (3)使用特定的案例研究来说明扩展的源建模如何有助于限制影响地震危险评估的关键假设或参数。根据法国原子能委员会的实践,本文讨论了特定地震源表征,强大的地面运动预测和最大幅度约束。由于在元数据的记录的数量和质量方面增加了强大的运动数据库以及不确定性表征的数量,最近公布的经验地面运动预测模型有资格在法国的地震危害评估。我们表明,以概率的方式,以确定性的方式,认知和蜕膜不确定性的传播是可行的。法国在核设施安全框架中评估法国的地震危害应考虑最近的进步。从这个意义上讲,与法国所有利益攸关方的讨论开放,以更新参考文件(即,RFS 2001-01; ASN / 2/01指南)在短期内似乎适当。

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