Influence and interaction of temperature, H2S and pH on concrete sewer pipe corrosion

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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.
Original languageEnglish
Title of host publicationPublished in: International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol. 8(6), (2014) pp. 621-624 ISSN (online) 1307-6892 Organising Body: World Academy of Science, Engineering and Technology (WASET) Organising Body: World Academy of Science, Engineering and Technology (WASET)
PublisherWorld Academy of Science, Engineering and Technology (WASET)
Pages621-624
Publication statusPublished - 12 Jun 2014

Bibliographical note

Note: Published in: International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol. 8(6), (2014) pp. 621-624 ISSN (online) 1307-6892

Organising Body: World Academy of Science, Engineering and Technology (WASET)

Organising Body: World Academy of Science, Engineering and Technology (WASET)

Keywords

  • concrete corrosion
  • hydrogen sulphide gas
  • temperature
  • sewer pipe
  • Civil engineering

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