An extension approach to estimate soil corrosivity for buried pipelines

被引:2
|
作者
Wang, Tianyu [1 ]
Xu, Deyu [1 ]
Qu, Lina [1 ]
Fu, Jiangwei [1 ]
Li, Zhiliang [1 ]
机构
[1] Zhongyuan Univ Technol, Sch Energy & Environm, Zhengzhou 451191, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil corrosivity; Matter-element model; Entropy weight method; Soil properties; Extension-based approach;
D O I
10.1016/j.ijpvp.2021.104413
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Underground oil and gas pipelines are usually expected to be long-lasting. Corrosion of these steel pipelines may cause structural failures that significantly threaten life and cause environmental hazards. Therefore, developing a reliable approach to estimate soil corrosivity is important for designing a targeted anti-corrosion structure and performing risk assessment. In this study, an extension-based approach is proposed to evaluate soil corrosivity based on the following seven soil properties: redox potential, soil resistivity, pH, pipe-to-soil potential, water content, Chloride (Cl) concentration, and salt content. Specifically, the soil was classified into five corrosivity levels, and the classic domain element, joint domain element, and element to be evaluated were established by the matter-element theory. Then, the corrosivity level was determined based on the maximum correlation degree of the multi-index to the five levels, and the final classification was obtained from the eigenvalues of the grade variables. Finally, the case study was examined to validate the application of the approach, and the results were compared to the method of buried metal specimens, which was used as a criterion. The present approach, which provided a more detailed classification, was demonstrated to be a superior choice for classifying soil corrosivity levels.
引用
收藏
页数:8
相关论文
共 50 条
  • [31] Update to the Improved Approach for the Design of Thrust Blocks in Buried Pipelines
    Shumaker, Steve
    Cashon, Gina
    Cox, Allen
    Conner, Randall
    Rajah, Sri
    [J]. PIPELINES 2017: PLANNING AND DESIGN, 2017, : 586 - 596
  • [32] Calculation of corrosivity ratio of environment at field pipelines designing
    Perekupka, AG
    Semenov, VN
    Paylov, PV
    [J]. NEFTYANOE KHOZYAISTVO, 2005, (06): : 130 - 131
  • [33] CP for buried pipelines
    不详
    [J]. MATERIALS PERFORMANCE, 2002, 41 (01) : 42 - 42
  • [34] PROTECTION OF BURIED PIPELINES
    不详
    [J]. ANTI-CORROSION METHODS AND MATERIALS, 1969, 16 (03) : 3 - &
  • [35] Direct current resistivity and time domain induced polarization methods in soil corrosivity assessment for buried infrastructure
    Deo, Ravin N.
    Kodikara, Jayantha
    [J]. JOURNAL OF APPLIED GEOPHYSICS, 2023, 209
  • [36] EVALUATING SOIL CORROSIVITY - THEN AND NOW
    FITZGERALD, JH
    [J]. MATERIALS PERFORMANCE, 1993, 32 (10) : 17 - 19
  • [37] A new seismic intensity parameter to estimate damage in buried pipelines due to seismic wave propagation
    Pineda-Porras, Omar
    Ordaz, Mario
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2007, 11 (05) : 773 - 786
  • [38] Simulation of Heat Transfer Through Soil for the Investigation of Wildfire Impacts on Buried Pipelines
    Richter, Edward G.
    Fischer, Erica C.
    Metz, Amy
    Wham, Brad P.
    [J]. FIRE TECHNOLOGY, 2022, 58 (04) : 1889 - 1915
  • [39] Pipe-soil interaction for segmented buried pipelines subjected to dip faults
    Erami, Mohammad Hossein
    Miyajima, Masakatsu
    Kaneko, Shogo
    Toshima, Toshio
    Kishi, Shozo
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (03): : 403 - 417
  • [40] Horizontal Normal Force on Buried Rigid Pipelines in Fluctuant Liquefied Silty Soil
    Xingbei Xu
    Guohui Xu
    Yupeng Ren
    Zhiqin Liu
    Changyun Chen
    [J]. Journal of Ocean University of China, 2019, 18 : 1 - 8