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Influence and Interaction of Temperature, H2S and pH on Concrete Sewer Pipe Corrosion

Authors: Anna Romanova, Mojtaba Mahmoodian, Morteza A. Alani

Abstract:

Concrete sewer pipes are known to suffer from a process of hydrogen sulfide gas induced sulfuric acid corrosion. This leads to premature pipe degradation, performance failure and collapses which in turn may lead to property and health damage. The above work reports on a field study undertaken in working sewer manholes where the parameters of effluent temperature and pH as well as ambient temperature and concentration of hydrogen sulfide were continuously measured over a period of two months. Early results suggest that effluent pH has no direct effect on hydrogen sulfide build up; on average the effluent temperature is 3.5°C greater than the ambient temperature inside the manhole and also it was observed that hydrogen sulfate concentration increases with increasing temperature.

Keywords: temperature, concrete corrosion, sewer pipe, hydrogen sulphide gas

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1093020

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References:


[1] Alani, A. Faramarzi, M. Mahmoodian, and K.F.Tee, "Prediction o sulphide build-up in filled sewer pipes,”in Environmental Technology, 2014.
[2] E. RecioOviedo, D. Johnson and H. Shipley "Evaluation of hydrogen sulphide concentration and control in a sewer system,” in Environmental Technology, 33, vol. 10, 2012, pp 1207-121.
[3] L. Zhang, P. DeSchryver, B. DeGusseme, W. DeMuynck, N. Boon and W. Verstraete, "Chemical and biological technologies for hydrogen sulphide emission control in sewer systems: A review,” in Water Research, 42, vol. 1-2, 2008, pp 1-12.
[4] H.S.Jensen, A.H. Nielsen, P.N.L. Lens , T. Hvitved-Jacobsen and J. Vollertsen, "Modelling of hydrogen sulphide oxidation in concrete corrosion products from sewer pipes,” in Water Environment Res., 81, vol. 4, 2009, pp 365-373.
[5] A. Romanova, A. Faramarzi, M. Mahmoodian and M. A. Alani, "An evolutionary polynomial regression (EPR) model for prediction of H2S induced corrosion in concrete sewer pipes,” in Prof. of Int. Conf, Hydroinformatics, 2014.
[6] OFWAT. Maintaining Water and Sewerage Systems in Englandand Wales, Our Proposed Approach for the 2004 Periodic Review. London. 2004.
[7] E. Vincke and E. Van Wanseele ,"Influence of polymer addition on biogenic sulfuric acid attack of concrete,” International Biodeterioration& Biodegradation , 49, vol. 4, 2002, pp. 283-292.
[8] W. KaempferandM. Berndt, "Polymer modified mortar with high resistance to acid corrosion by biogenic sulphuric acid,” in Proc.of the IX ICPIC Congress, Bologna, Italy, 1998, pp 681-687.
[9] G. H. Koch, M. P. H.Brongers, N. G. Thompson, Y. P. Virmani, and J. H. Payer, "Corrosion Costs and Preventive Strategies in the United States,” in NACE International, 2002.
[10] Sydney Water, Annualexpenditures 2012/2013, 2014.
[11] C. D. Parker, "The Corrosion of Concrete .1. The Isolation of a Species of Bacterium Associated with the Corrosion of Concrete Exposed to Atmospheres Containing Hydrogen Sulphide,”in Experimental Biology and Medical Science, 23, vol. 2, 1945, pp. 81-90.
[12] C. D. Parker, "Species of Sulphur Bacteria Associated with the Corrosion of Concrete,” in Nature, 159, vol. 4039, 1947, pp. 439-440.
[13] D. P. Kelly and A. P. Wood,"Reclassification of some species of Thiobacillus to the newly designated genera Acidithiobacillus gen. nov., Halothiobacillus gen. novandThermithiobacillus gen. nov,” in Systematic and Evolutionary Microbiology, 50, 2000, pp. 511-516.
[14] H. Satoh, M. Odagiri, "Microbial community structures and in situ sulphate-reducing and sulphur-oxidizing activities in biofilms developed on mortar specimens in a corroded sewer system,” in Water Research, 43, vol. 18, 2009, pp. 4729-4739.
[15] T. Mori, M. Koga, et al., "Microbial Corrosion of Concrete Sewer Pipes, H2s Production from Sediments and Determination of Corrosion Rate,”in Water Science and Technology, 23, vol. 7-9,1991, pp. 1275- 1282.
[16] J. Vollertsen, A. H. Nielsen, et al., "Corrosion of concrete sewers - The kinetics of hydrogen sulphide oxidation,”in Science of the Total Environment, 394, vol. 1, 2008, pp.162-170.
[17] C. D. Parker, "The Corrosion of Concrete .2. The Function of Thiobacillus-Concretivorus (Nov-Spec) in the Corrosion of Concrete Exposed to Atmospheres Containing Hydrogen Sulphide,”inExperimental Biology and Medical Science, 23, vol. 2, 1954,pp. 91-98.
[18] Unitracc. PrinzipiellerAblaufbei der BiogenenSchwefelsäure-Korrosion in Anlehnungan.
[Prof. Dr.-Ing. Stein & Partner GmbH].
[19] C. D. Parker, "Mechanics of Corrosion of Concrete Sewers by Hydrogen Sulphide,” inSewage and Industrial Wastes, 23, vol. 12, 1951, pp. 1477- 1485.
[20] E. Vincke, N. Boon, et al., "Analysis of the microbial communities on corroded concrete sewer pipes - a case study,” in Applied Microbiology and Biotechnology, 57, vol. 5-6,2001, pp. 776-785.
[21] J. Vollertsen, A. H. Nielsen, et al., "Corrosion of concrete sewers - The kinetics of hydrogen sulphide oxidation.,” in Science of the Total Environment, 394, vol. 1, 2008, pp. 162-170.
[22] J. S. Weiss,The occurrence of hydrogen sulphide in districts truck sewers: Relationship to sewercrown corrosion, County Sanitation District of Los Angeles County, Compton, Calif.
[23] C. G. Jin and. D. L. Won, Master plan for joint pitfalls, Rep. to Chf. Engr. And Gen. Mgr. Of County Sanit. Dist. Of Los Angeles, 1989.
[24] A. H. Nielsen, J. Vollertsen, et al., "Influence of pipe material and surfaces on sulphide related odor and corrosion in sewers,” in Water Research, 42, vol. 15, 2008, pp. 4206-4214.
[25] A. H. Nielsen, J. Vollertsen, et al., "Aerobic and anaerobic transformations of sulphide in a sewer system - Field study and model simulations,”in Water Environment Research, 80,