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Investigation of Soil Aggressiveness towards Underground Fuel Storage Tanks and Water Pipelines in Parts of Bayelsa State, Southern Nigeria

机译:尼日利亚南部巴耶尔萨州部分地区土壤对地下燃料储罐和输水管道的侵蚀性调查

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Structural failure of buried cast/ductile iron water mains and tanks due to corrosion attacks manifests in leaks and is common in most cities throughout Nigeria. The appropriate corrective action, which aims to restore pipe/tank integrity is usually based on proper understanding of the degree of corrosiveness of the soil. In an attempt to determine the potential corrosiveness of the soil to buried metallic structures in Bayelsa State, surface geoelectrical sounding was carried out. Twenty-five Schlumberger Vertical Electrical Soundings (VES) was carried out in the freshwater and meander belt geomorphic zone and the salt water mangrove swamp and estuary complex of the state using a maximum current electrode separation ranging from 200 - 400 m. The data obtained was interpreted by computer iterative modeling using a 1D inversion technique software (1X1D, Interpex, USA). The results show a high degree of heterogeneity, both laterally and vertically, which is typical of a complex depositional environment. Generally, the sub-soil condition within the expected depth of installation of water mains and storage tanks (0 - 10 m) is slightly or moderately aggressive (effective aggressivity) in the freshwater and meander belt geomorphic zone but is very strongly aggressive in the salt water mangrove swamp and estuary complex. Corrosion cells which may lead to significant corrosion failures may occur in the vicinities of strongly aggressive stations. This poses a significant corrosion risk to metallic water pipes and storage tanks. Current day design should therefore either mandate the use of a non-metallic piping product (water mains) or cathodic protection system. Prediction of potential corrosiveness of a soil and thus the application of proper corrosion control measures will not only protect the environment from spillages but will also avert cost of repair, clean-up and replacement.
机译:由于腐蚀而导致的埋入式铸铁/球墨铸铁水干管和水箱的结构失效表现为泄漏,在尼日利亚大部分城市中很普遍。旨在恢复管道/水箱完整性的适当纠正措施通常基于对土壤腐蚀性程度的正确理解。为了确定土壤对Bayelsa州埋没的金属结构的潜在腐蚀性,进行了表面地电探测。在淡水和曲折带地貌带以及该州的咸水红树林沼泽和河口综合体中进行了二十五个斯伦贝谢垂直电测深(VES),最大电流电极间距为200-400 m。使用1D反演技术软件(1X1D,Interpex,美国)通过计算机迭代建模来解释获得的数据。结果表明,在横向和垂直方向上都有高度的异质性,这是复杂沉积环境的典型特征。通常,在总水管和储水箱的预期安装深度(0-10 m)内的地下土壤条件在淡水和曲折带地貌带中略有或中等程度的侵蚀(有效的侵蚀性),而在盐中则非常强烈水红树林沼泽和河口情结。在强腐蚀工位附近可能会出现腐蚀室,这些腐蚀室可能导致严重的腐蚀故障。这对金属水管和储水箱构成了严重的腐蚀风险。因此,当前的设计应强制要求使用非金属管道产品(水管)或阴极保护系统。预测土壤的潜在腐蚀性,并因此采用适当的腐蚀控制措施,不仅可以保护环境免受泄漏,还可以避免维修,清理和更换的成本。

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