4.6 Article

Corrosion of Carbon Steel in Artificial Geothermal Brine: Influence of Carbon Dioxide at 70 °C and 150 °C

Journal

MATERIALS
Volume 12, Issue 22, Pages -

Publisher

MDPI
DOI: 10.3390/ma12223801

Keywords

carbon steel; CO2; corrosion; electrochemical impedance spectroscopy; geothermal

Funding

  1. Article Processing Charge (APC), Open Access Publication Fund of Freie Universitat Berlin
  2. Ministry of Finance of Indonesia in the scheme of the Indonesian Endowment Fund for Education (Lembaga Pengelola Dana Pendidikan, LPDP)

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This study focuses on the corrosion mechanism of carbon steel exposed to an artificial geothermal brine influenced by carbon dioxide (CO2) gas. The tested brine simulates a geothermal source in Sibayak, Indonesia, containing 1500 mg/L of Cl-, 20 mg/L of SO42-, and 15 mg/L of HCO3- with pH 4. To reveal the temperature effect on the corrosion behavior of carbon steel, exposure and electrochemical tests were carried out at 70 degrees C and 150 degrees C. Surface analysis of corroded specimens showed localized corrosion at both temperatures, despite the formation of corrosion products on the surface. After 7 days at 150 degrees C, SEM images showed the formation of an adherent, dense, and crystalline FeCO3 layer. Whereas at 70 degrees C, the corrosion products consisted of chukanovite (Fe-2(OH)(2)CO3) and siderite (FeCO3), which are less dense and less protective than that at 150 degrees C. Control experiments under Ar-environment were used to investigate the corrosive effect of CO2. Free corrosion potential (E-corr) and electrochemical impedance spectroscopy (EIS) confirm that at both temperatures, the corrosive effect of CO2 was more significant compared to that measured in the Ar-containing solution. In terms of temperature effect, carbon steel remained active at 70 degrees C, while at 150 degrees C, it became passive due to the FeCO3 formation. These results suggest that carbon steel is more susceptible to corrosion at the near ground surface of a geothermal well, whereas at a deeper well with a higher temperature, there is a possible risk of scaling (FeCO3 layer). A longer exposure test at 150 degrees C with a stagnant solution for 28 days, however, showed the unstable FeCO3 layer and therefore a deeper localized corrosion compared to that of seven-day exposed specimens.

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