Hostname: page-component-586b7cd67f-2plfb Total loading time: 0 Render date: 2024-11-25T17:47:52.199Z Has data issue: false hasContentIssue false

Hydrogen Evolution From Corrosion of Iron and Steel in Intermediate Level Waste Repositories

Published online by Cambridge University Press:  28 February 2011

R. Grauer
Affiliation:
Paul Scherrer Institute, CH-5232 Villigen-PSI
B. Knecht
Affiliation:
NAGRA, CH-5401 Baden
P. Kreis
Affiliation:
SULZER-Innotec, CH-8401 Winterthur, Switzerland.
J.P. Simpson
Affiliation:
SULZER-Innotec, CH-8401 Winterthur, Switzerland.
Get access

Abstract

The production of hydrogen from the anaerobic corrosion of iron or steel is an important issue in low/intermediate level nuclear waste repositories where large quantities of iron and steel (e.g. as drums and reinforcing steel) accompany the waste.

Most of the iron in intermediate level repositories is in a cemen-titious environment. A review of the literature on the corrosion of iron and steel at high pH values, in particular in cementitious environments, points to hydrogen evolution rates between 22 and 220 mmol(H2)m−2a−1. There is some indication that the rates might be lower but for normal engineering applications there has been no practical need to demonstrate this, and hence a lower rate cannot be assumed on current evidence.

In the present work a volumetric method was used to measure hydrogen evolution rates over several thousand hours under conditions relevant to intermediate level waste repositories. The sensitivity of this method (0.4 mmol(H2)m−2a−1) is sufficient to detect hydrogen evolution rates lower than those predicted for iron and steel in concrete.

Hydrogen evolution rates in highly alkaline cement pore water were below 0.4 mmol m−2a−1 and almost 1 mmol m−2a−1 for a pore water representative of an aged cement; no decrease was observed even after 12000 h. In general hydrogen evolution rates in alkaline media were observed to take several thousand hours before approaching a constant rate.

Type
Research Article
Copyright
Copyright © Materials Research Society 1991

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

[1] Zuidema, P., Höglund, L.O., “Impact of Production and Release of Gas in a L/ILW Repository: A Summary of the Work Performed in the Nagra Programme”, in ‘Proceedings of an NEA Workshop on the Near-Field Assessment of Repositories for Low and Medium Level Radioactive Waste’, Baden, Switzerland, 2325 Nov. 1987, Paris, OECD/NEA, 1988, 97–114.Google Scholar
[2] Neretnieks, I., “Some Aspects of the Use of Iron Canisters in Deep Lying Repositories”, Technical Report NTB 85–35, Nagra, Baden, Switzerland, 1985.Google Scholar
[3] Zuidema, P., Van Dorp, F., Knecht, B., “Gas Formation and Release in Repositories for Low- and Intermediate Level Waste Repositories: An Issue of Potentially Decisive Importance”, to be published in ‘Proc. Int. Symp. on the Safety Assessment of Radioactive Waste Repositories’, Paris, 913 Oct. 1989, Paris, OECD, 1990.Google Scholar
[4] Rodwell, W.R., “Near-Field Gas Migration: A Preliminary Review”, Safety Studies Report NSS/R200, Nirex Radioactive Waste Disposal, Harwell (UK), Nirex Ltd., 1989.Google Scholar
[5] Iriya, K., Jacobs, F., Knecht, B., Wittmann, F.H., “Cementitious Materials for L/ILW Repositories: Investigation of Gas Transport Properties”, to be published in ‘Extended and Updated Selected Papers from the SMIRT-10 Conference Seminar on Structural Mechanics and Material Properties in Radioactive Waste Repositories’ in Nucl. Eng. & Design, 1990.Google Scholar
[6] Grauer, R., “The Corrosion Behaviour of Carbon Steel in Portland Cement”, Technical Report NTB 88-02E, Nagra, Baden, Switzerland, 1988.Google Scholar
[7] Hansson, C.M., Cement and Concrete Res. 14, 574, (1984).CrossRefGoogle Scholar
[8] Preece, C.M., “Corrosion of Steel in Concrete”, Technical Report KBS TR 82-19, Kärnbräns lesäkerhet, Stockholm, Sweden, 1982.Google Scholar
[9] Grubitsch, H., Miklautz, H., Hilbert, F., Werkstoffe und Korrosion 21, 485, (1970).Google Scholar
[10] Heusler, K.E., Weil, K.G., Bonhoeffer, F., Z. phys. Chem. N.F. 15, 149, (1958).Google Scholar
[11] Kaesche, H., Arch. Eisenhüttenwesen 36, 911, (1965).Google Scholar
[12] Crane, A.P. (Ed.), Corrosion of Reinforcement in Concrete Construction, Ellis Horwood, Chichester, England, 1983.Google Scholar
[13] Gonzales, J.A., Algaba, S., Andrade, C., Brit. Corros. J. 15, 135, (1980).Google Scholar
[14] Hansson, C.M., “Hydrogen Evolution in Anaerobic Concrete Resulting from Corrosion of Steel Reinforcement”, SKB Teknisk PM Nr. 30, SKB, Stockholm, Sweden, 1981.Google Scholar
[15] Preece, C.M., Arup, H., Gronvold, F.O., The Influence of Hydrogen and Carbon Dioxide on the Corrosion of Steel in Anaerobic Waste Storage Silos. KBS Report SFR 81-09, KBS, Stockholm, Sweden, 1981.Google Scholar
[16] Preece, C.M., Gronvold, F.O., Frolund, T., The Influence of Concrete Type on the Electrochemical Behaviour of Steel in Concrete, in [12], p. 393.Google Scholar
[17] Schikorr, G., Zeitschrift für Elektrochemie 35, 62, (1929).Google Scholar
[18] Simpson, J.P., Schenk, R., “Corrosion Induced Hydrogen Evolution on High Level Waste Overpack Materials in Synthetic Groundwaters and Chloride Solutions”, Mat. Res. Soc. Symp. Proc. Vol 127, Eds. Lutze, W., Ewing, R.C., Materials Research Society, 1989.Google Scholar