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Non-Markovian model for the study of pitting corrosion in a water pipe system

机译:用于研究水管系统点蚀的非马尔可夫模型

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The main studies on pitting consist in proposing Markovian stochastic models, based on the statistics of extreme values and focused on growing the depth of wells, especially the deepest one. We show that a non-Markovian model, described by a nonlinear Fokker-Planck (nFP) equation, properly depicts the time evolution of a distribution of depth values of pits that were experimentally obtained. The solution of this equation in a steady-state regime is a q-Gaussian distribution, i.e. a long-tail probability distribution that is the main characteristic of a non-extensive statistical mechanics. The proposed model, that is applied to data from four inspections conducted on a section of a line of regular water service in power water reactor (PWR) nuclear power plants, is in agreement with experimental results.
机译:关于点蚀的主要研究包括提出马尔可夫随机模型,该模型基于极值的统计并专注于增加井的深度,尤其是最深的井的深度。我们表明,由非线性Fokker-Planck(nFP)方程描述的非马尔可夫模型正确地描述了通过实验获得的凹坑深度值分布的时间演变。在稳态状态下该方程的解是q-高斯分布,即长尾概率分布,这是非扩展统计力学的主要特征。所提出的模型适用于在动力水反应堆(PWR)核电厂的定期供水管线的一部分进行的四次检查中获得的数据,与实验结果相符。

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