Corrosion Behavior of Low Carbon Line Pipe Steel in Soil Environment

Authors

  • A. Benmoussat Faculty of Sciences, Material physicochemical laboratory, University of Sciences and Technology - (USTO) Oran, BP 1505, Oran 31000, Algeria
  • M. Hadjel Faculty of Sciences, Material physicochemical laboratory, University of Sciences and Technology - (USTO) Oran, BP 1505, Oran 31000, Algeria

DOI:

https://doi.org/10.18321/ectj626

Abstract

Some operating buried transmission pipeline systems will develop unforeseen surface corrosion. Electrochemical corrosion behavior of low carbon line pipe steel in NS4 soil test solution has been investigated by EIS method. Corrosion phenomenon is accentuated by influence of such soils parameters as specific resistance, pH, temperature, moisture content and chemical composition of electrolytes contained in soil. Results showed that steel corrosion increases considerably at acidic pH environments. Corrosion current
density increases with temperature in the range from 20 to 60 °C. The associated activation energy has been
determined. Impedance curves showed that the charge transfer resistance (Rt) increases with increasing
immersion duration. Parameters such as corrosion current density (Icorr), polarization resistance (Rp), soil
specific resistance (ρ) can serve as the parameters for evaluation of soil corrosiveness.

References

1. C.W. Petersen, K.T. Corbett, improving long distance gas transmission economics: X120 development overview, the international pipeline technology conference, Vol. I, p. 3, Ostend (2004).

2. T. Iung, A. Pineau (1995). Pipeline steels resistance and toughness of. Crack arrest in cleavage fracture. La revue de Métallurgie-CIT/Science et génie des matériaux, pp. 227-239.

3. W.C. Robinson, MP32, 4 (1993): p. 56.

4. M.J. Wilmott, T.R. Jack, Oil Gas J. Vol. 93 (14), 54-58 (1995).

5. M.C. Li, Z. Han, H.C. Lin and C.N. Cao, (2001), a new probe for the investigation of soil corrosiveness, Corrosion, Vol. 57, No10, pp. 913-917.

6. R.N. Parkins, W.K. Blanchard, B.S. Delanty, Corrosion Vol. 50, No5, (1994), 394-408.

7. F. Bentiss M. Lagrenee, M. Traisnell, J.C. Hormez, corrosion 55 (1999) 968.

8. D. Landolt. Traité des matériaux, Vol. 12, Corrosionet chimie des surfaces des métaux, Presses Polytechniques et Univ. Romandes, Lausanne, pp. 442-452 (1993).

9. R.A. King, "A review of soil corrosiveness with particular reference to reinforced earths" TRRL Supplementary Report 316, TTRL Crowthone, 1977.

10. F. Bentissa, M. Traisnel, M. Lagreneea, 2,5-Bis(n-methoxyphenyl)-1,3,4-oxadiazoles used as corrosion inhibitors in acidic media: correlation between inhibition efficiency, and chemical structure, Corrosion Science 44 (2002) 2271- 2289.

11. Endo S., Nagae M., Development of X100 UOE line pipe. The International Conference on pipeline Reliability, pp III-4.1- III-4.11 Calgary (1992).

12. SONATRACH/Marketing Activity, (2001), communication and documentary information, Sonatrach Gas Marketing, Alger, Dec. 2001.

Downloads

Published

2005-04-20

How to Cite

Benmoussat, A., & Hadjel, M. (2005). Corrosion Behavior of Low Carbon Line Pipe Steel in Soil Environment. Eurasian Chemico-Technological Journal, 7(2), 147–156. https://doi.org/10.18321/ectj626

Issue

Section

Articles

Most read articles by the same author(s)