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Biocorrosion in Underground Metal Sulfide Ore Mines

机译:地下金属硫化物矿石矿山的生物腐蚀

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Microbially influenced corrosion (MIC) of metal and concrete supports in underground sulfide ore mines has been investigated in field and laboratory experiments. Coupons made of carbon steel (CS) and concrete specimens were placed in a mine at a spot where biofouling had been observed under water percolating from the upper horizon. Static laboratory experiments were conducted in the following media: natural mine water (medium Ia); sterilised natural mine water (medium Ib); sterilised natural mine water subsequently inoculated with mixed culture of micro-organisms by addition of natural water and immersion therein of microscopic glasses with colonies of micro-organisms formed in field conditions (medium Ic); synthetic sterile mine water (medium IIa); synthetic mine water sterilised and inoculated with mixed culture by addition of selective nutrient media with micro-organisms isolated and grown for one week (medium IIb); the same as IIb but with sterile nutrient media added (medium IIc). CS specimens were also exposed to continuously flowing (10 cm~3h~(-1)) synthetic inoculated mine water. Corrosion rate (V_(corr)) was determined by mass loss measurements. The following averaged corrosion rates were found in 30 days experiments: Ia - 0.1171, Ib - 0.0854, Ic - 0.1021, IIa - 0.0848, IIb - 0.0958, IIc - 0.1126 gm~(-2)h~(-1). Corrosion rates of 0.1742 and 0.2072 gm~(-2)h~(-1) were determined in laboratory dynamic and in field experiments respectively. Oscillations in open circuit potential (OCP) recorded in non-sterile media and nearly steady values for sterile media were consistent with localised corrosion observed in non-sterile media and nearly uniform corrosion for sterile media. A decrease in strength and in the calcium and magnesium content in the surface layer is the main result from microbial action on concrete. It has been found that biocorrosion is due to the mixed activity of consortia of bacteria (anaerobic, aerobic and micro-aerobic) and of fungi. Data obtained clearly revealed the role of micro-organisms in the corrosion of CS and concrete in underground sulfide ore mines. Results showed that probably the best way to investigate the mechanism of MIC in laboratory is to use continuously flowing media inoculated by addition of natural water or immerse metal or glass coupons with colonies of micro-organisms formed under field conditions. Results for V_(corr), OCP, as well as polarisation data suggest that in the case investigated the increase in V_(corr) is probably due to the increased number of cathodic sites formed as a result of microbial activity. Low alloyed copper-containing steel can be used for metal supports to delay initiation of MIC.
机译:在现场和实验室实验中研究了地下硫化物矿石矿井中的金属和混凝土支架的微血管腐蚀(MIC)。碳钢(CS)和混凝土标本制成的优惠券在矿井中置于矿井,其中在从上地平线的水中观察到生物污垢。静态实验室实验在以下介质中进行:天然矿井水(中等IA);灭菌的天然矿井水(中等IB);通过加入天然水随后用微生物的微生物和浸入微观玻璃的微观玻璃中浸没在现场条件(中等IC)中的微观玻璃中灭菌的天然矿山水随后接种着微生物的混合培养物;合成无菌矿水(中等IIA);通过添加分离的微生物并生长一周(中等IIB),通过添加微生物的选择性营养培养基灭菌和接种混合培养物;与IIB相同,但含有无菌营养培养基(中等IIC)。 CS样本也暴露于连续流动(10cm〜3H〜(-1))合成接种矿井水。腐蚀速率(V_(COR))由质量损失测量确定。在30天实验中发现以下平均腐蚀速率:IA - 0.1171,IB - 0.0854,IC - 0.1021,IIA - 0.0848,IIB - 0.0958,IIC - 0.1126 Gm〜(-2)H〜(-1)。在实验室动态和现场实验中,确定了0.1742和0.2072gm〜(-2)H〜(-1)的腐蚀速率。在非无菌培养基中记录的开路电位(OCP)中的振动与无菌培养基中观察到的局部腐蚀以及对无菌培养基的几乎均匀的腐蚀一致。表面层中的强度和钙和镁含量的降低是微生物作用在混凝土上的主要结果。已经发现,生物腐蚀是由于细菌(无氧,有氧和微食)和真菌的混合活性。明确地获得的数据揭示了微生物在地下硫化物矿石中Cs和混凝土腐蚀中的作用。结果表明,研究实验室中MIC机制的最佳方法是使用通过在现场条件下形成的微生物的菌落中加入的连续流动介质接种。 V_(COR),OCP的结果以及偏振数据表明,在案例中调查V_(COR)的增加可能是由于由于微生物活性而形成的阴极位点的数量增加。低合金化的含铜钢可用于金属支撑件,以延迟MIC的启动。

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