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Internal corrosion of carbon steel piping in hot aquifers service

机译:热水层服务中碳钢管道的内部腐蚀

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Internal corrosion of carbon steel pipelines is a major problem encountered in water service. In terms of prediction of the remaining lifetime for water pipelines based on the corrosion allowance, the three main approaches are corrosion modelling, corrosion inhibitor availability, and corrosion monitoring. In this study we used two theoretical corrosion models, CASSANDRA and NORSOK M-506 of quite different origin in order to predict uniform corrosivity of hot aquifers in eight different pipelines. Because of the varying calculation criteria for the different models, these can give very different corrosion rate predictions for the same data input. This is especially true under conditions where the formation of protective films may occur, such as at elevated temperatures. The evaluation of models was conducted by comparison using weight-loss coupons and three corrosion inhibitors were obtained from commercial suppliers. The tests were performed during the 60-day period. Even though inhibitors’ efficiencies of 98% had been achieved in laboratory testing, inhibitors’ availabilities of 85% have been used due to logistics problems and other issues. The results, given in mmpy, i.e. millimeter per year, are very consistent with NORSOK M-506 prediction. This is presumably because the model considers the effect of the formation of a passive iron carbonate film at temperatures above 80 °C and significant reduction in corrosion rate. Corrosion inhibitor A showed a better performance than inhibitors B and C in all cases but the target corrosion rates of less than 0.1 mmpy were achieved for all inhibitors. The chemical type of corrosion inhibitor A is based on quaternary amines mixed with methanol, isopropyl alcohol, xylene and ethylbenzene. Based on the obtained results the carbon steel lifetime of 30 years, provided proper inhibitors are present and 3mm corrosion allowance, can be achieved for hot aquifers service with presented water compositions.
机译:碳钢管道的内部腐蚀是供水中遇到的主要问题。在根据腐蚀余量预测输水管道的剩余寿命方面,三种主要方法是腐蚀建模,腐蚀抑制剂可用性和腐蚀监测。在这项研究中,我们使用了两种理论上的腐蚀模型,即CASSANDRA和NORSOK M-506,它们的起源完全不同,以便预测八条不同管道中热水层的均匀腐蚀。由于不同模型的计算标准有所不同,因此对于相同的数据输入,它们可以给出非常不同的腐蚀速率预测。在可能形成保护膜的条件下,例如在高温下,尤其如此。通过使用减重试样进行比较来对模型进行评估,并从商业供应商处获得了三种腐蚀抑制剂。测试在60天内进行。尽管在实验室测试中抑制剂的效率达到了98%,但由于物流问题和其他问题,抑制剂的利用率却达到了85%。结果以mmpy(即每年毫米)给出,与NORSOK M-506的预测非常一致。据推测这是因为该模型考虑了在高于80°C的温度下形成钝化碳酸铁膜的效果以及腐蚀速率的显着降低。在所有情况下,缓蚀剂A的性能均优于缓蚀剂B和C,但所有缓蚀剂的目标腐蚀速率均小于0.1 mmpy。缓蚀剂A的化学类型基于混合了甲醇,异丙醇,二甲苯和乙苯的季胺。根据获得的结果,碳钢的使用寿命为30年,前提是存在适当的缓蚀剂,且所提供的水成分能为热含水层提供3mm的腐蚀余量。

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