含硫管道点蚀扩展的数值模拟与实验验证

IF 4.8 Q2 ENERGY & FUELS Journal of Pipeline Science and Engineering Pub Date : 2022-03-01 DOI:10.1016/j.jpse.2022.01.001
Zhenjin Zhu , Patrick J. Teevens , Huibin Xue , Y. Frank Cheng
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引用次数: 2

摘要

本文通过数值模拟和实验验证了低合金碳钢管道内的点蚀扩展。在这项研究中,首先建立了一个基于有限元分析的机制模型,通过求解能斯特-普朗克方程来预测铁离子(Fe2+)从预先存在的坑中的瞬态溶解速率。具体地说,计算域结合了一个半球形坑和电解质溶液的薄层流边界层。采用直角坐标系下的二次三角元进行网格生成,采用运动网格法跟踪点蚀的动态传播。通过求解Navier-Stokes方程,计算了电解质溶液的速度分布。电化学电位的分布基于考虑电中性的泊松方程,而由于双电层的存在,采用debye - h ckel近似来描述金属-溶液界面电位的变化。通过求解菲克第二定律,得到了各参与化学物质的离子浓度分布。为了验证所建立的点蚀扩展模型,建立了实验室测试系统,并进行了一系列的实验测试。结果表明,预测的点蚀生长速率与实验结果吻合较好。本文所描述的模型能够在给定的操作条件下预测点蚀速率和点蚀发作或钝化的感应时间。
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Numerical simulation and experimental verification of pitting corrosion propagation in sweet pipeline service

This paper has numerically simulated and experimentally verified the pitting corrosion propagation inside a low-alloy carbon steel pipeline for sweet (CO2) petroleum service. In this study, a Finite-Element-Analysis-based mechanistic model was first developed to predict the transient dissolution rate of iron ion (Fe2+) from a pre-existing pit through solving the Nernst-Planck Equation. Specifically, the computational domain combines a hemispherical-shaped pit and a thin laminar boundary layer of an electrolyte solution. The mesh was generated using quadratic triangular elements in the Cartesian Coordinate System, and a moving mesh method was deployed to track the dynamic pitting propagation. The velocity distribution of the electrolyte solution was computed through solving the Navier-Stokes Equations. Distribution of electrochemical potentials was determined based on the Poisson Equation in consideration of electroneutrality whereas a Debye-Hückel approximation was applied to describe the variation of the potentials at the metal-solution interfaces by reason of the existence of the Electrical Double Layer. The distribution of the ionic concentrations of each participating chemical species was obtained through solving Fick’s Second Law. To verify the developed pitting propagation model, a laboratory testing system was established and a series of experimental tests were performed. The results demonstrate that the predicted pitting corrosion growth rates agree well with the experimental observations. The model described herein is able to predict pitting corrosion rates and induction times for the onset of pitting attack or passivation in a given sweet pipeline system set of operating conditions.

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