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Methodology for evaluation of soil corrosiveness in buried pipelines for different regions of Rio de Janeiro

机译:评价里约热内卢不同地区地下管道土壤腐蚀性的方法

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Buried structures are subject to corrosion processes, which intensity is related to the severity of the soil. The physical-chemical and biological properties of the soil characterize their specific severity, and external factors determine their relative severity. As external factors, it is possible to mention potential leakage currents generated by cathodic protection and direct current traction systems. Local properties, such as resistivity, pH, water retention capacity and the presence of soluble salts are features that indicate the specific severity of a soil with relation to the metallic structures. In this paper, several experimental techniques were used for evaluation soil corrosivity from different regions of Rio de Janeiro, considering mountain and industrial features The laboratory tests consisted of chemical, physical-chemical and electrochemical analyses, besides gravimetric testing. Qualitative and semi-quantitative analyses of the insoluble constituents were carried out through X-Ray Fluorescence Spectroscopy (FRX) and the soluble constituents were evaluated quantitatively through aqueous extracts with FRX and the spectrophotometer in the visible range of light. Concerning the physical-chemical parameters, the pH values, resistivity versus degree of moisture and water retention capacity were determined. Carbon steel specimens were exposed to samples of soils with degrees of moistures varying between 5% and 30%, corrosion potentials were monitored and polarization curves were obtained. The corrosion rates were also determined under these same moisture conditions. After 30 days of exposure, surface analyses of the specimens were carried out to determine the morphology of the corrosion process and it is possible to identify the presence of pittings in some specific moisture conditions. With these analyses, it was possible to characterize the corrosiveness of these grounds, which will allow their use in studies of cathodic protection parameters in controlled field. Numerical simulation was carried out in order to determine the potential distribution in a cathodic protection system in this soil, considering the experimental parameters obtained.
机译:埋入式结构会受到腐蚀过程,腐蚀强度与土壤的严重程度有关。土壤的物理化学和生物学特性描述了其特定的严重程度,而外部因素决定了它们的相对严重程度。作为外部因素,可以提及由阴极保护和直流牵引系统产生的潜在泄漏电流。诸如电阻率,pH,保水能力和可溶性盐的存在等局部特性是表明土壤相对于金属结构的特定严重程度的特征。在本文中,考虑到山区和工业特征,使用了几种实验技术来评估里约热内卢不同地区的土壤腐蚀性。实验室测试包括化学,物理化学和电化学分析,以及重量分析。通过X射线荧光光谱仪(FRX)对不溶成分进行定性和半定量分析,并通过水萃取液,FRX和分光光度计在可见光范围内对可溶成分进行定量评估。关于物理化学参数,确定pH值,电阻率对水分的程度和保水能力。将碳钢样品暴露于水分含量在5%至30%之间的土壤样品中,监测其腐蚀电位并获得极化曲线。在这些相同的湿度条件下也确定了腐蚀速率。暴露30天后,对样品进行了表面分析,以确定腐蚀过程的形态,并有可能确定在某些特定湿度条件下是否存在点蚀。通过这些分析,可以表征这些粉尘的腐蚀性,这将使其可用于受控领域中阴极保护参数的研究。考虑到获得的实验参数,进行了数值模拟,以确定该土壤中阴极保护系统的电势分布。

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