Microbiologically induced concrete corrosion: A case study from a combined sewer network

article i nfo In this study, a strongly deteriorated concrete-based sewer system was investigated by using a multi proxy ap- proach based on gaseous, hydro-geochemical, microbiological, mineralogical and mechanical analyses. Therefore, gas, liquid, and solid sampleswere taken throughout the entire sewer system. Long term measurements of gaseous hydrogen sulfide (H2S) within the sewer atmosphere yielded concentrations up to 367 ppm. Interstitial fluids, ex- tracted from deteriorated concrete by squeezing, contained sulfate (SO4 2� ) concentrations of up to 104 g l �1 at strong acidic conditions (0.7 N pH N 3.1) and are close to the saturation state of gypsum. This sulfuric acid attack is indicative for a well-established biofilm containing sulfide oxidizing bacteria (SOB), which was analyzed to con- sist mainly of Acidithiobacillus thiooxidans. The micro-structure of the attacked concrete displays a progressing al- teration zone, which is caused by microbially induced concrete corrosion (MICC), with a suggested pH gradient from about 13 to b1, from the intact inner concrete zone to the outermost heavily deteriorated concrete. Calcium sulfate minerals such as gypsum (CaSO4·2H2O), bassanite (CaSO4·1/2H2O) and anhydrite (CaSO4 )a reabundant in the altered concrete, which were formed from the dissolution of the cement phases and Ca-bearing aggregates. Remarkably high corrosion rates of different precast concrete manholes were quantified to reach values greater than 1 cm yr �1 , despite the fact that C3A-free cement, fly ash and a w/c of ~0.35 was used.

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