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Analysis of Concrete Corrosion of Manhole Located Near Source of Odorous Emission Cover

Analysis of Concrete Corrosion of Manhole Located Near Source of Odorous Emission

Open Access
|Mar 2022

Figures & Tables

Figure 1.

Example of a change in the concentration of hydrogen sulphide and volatile organic compounds (VOC) in an expansion well, average retention time of sewage about 2 hours, pumping station for household sewage, measurements made with a multi-gas meter MX6 iBrid, measurement accuracy ±0.1ppm, enabling data registration [16]

Figure 2.

Elements of concrete well (manhole)

Figure 3.

An example of the frequency and sum of the frequency of occurrence of hydrogen sulphide (H2S) concentration in the expansion well, determined based on the data presented in Fig. 1

Figure 4.

Diagram of corrosive interactions and transformations of sulfur compounds, source: [21]

Figure 5.

Example of sewage manholes affected by sulphate corrosion of concrete [Photo: B.Słomka-Słupik, B.Gil]

Figure 6.

The interior of the S50 well

Figure 7.

The example of a change in the concentration of hydrogen sulphide in the S50 well. Measurements made with the OdaLog gas detector. September 2016 Figure 8.

Figure 8.

Gypsum. SEM-BSE images of concrete film sample of 1 mm thick from the inside of the upper circle of the S50 drain well, scale: a) 50 µm, b) 2 µm

Media used to determine the presence of selected groups of microorganisms in the samples

MediumA group of microorganismsMethod for determining the presence of microorganisms
WaksmanSulfur-oxidizing bacteriaDetermination of changes in SO4 2- ions concentration using reagent tests cat. No. 114791 (Merck, Germany) before and after incubation
9KIron (II) ions oxidizing bacteriaDetermination of changes in Fe2+ and Fe3+ ions concentration using a titration method with a EDTA solution against the sulfosalicylic acid index
WinogradskiNitrifying bacteriaDetermination of changes in NH4 + and NO3- ions using reagent tests cat. No. 100683 and cat. No. 109713 (Merck, Germany) before and after incubation

Average values of sulphate concentration in concrete and pH value, concrete specimens taken from the height of 2_20 m above the level of sewage table, well S50

Type of the test SpecimenpHSO4 2- Concentration, %masSO4 2- concentration relative to the dissolved phase, %masHumidity, %
Concrete film, thickness: 1–2 mm7.122.454.823
Concrete under the “film”, thickness: 2 cm7.718.543.625

Types of microorganisms marked in preparations from S50 well

o.n.Location of sampling in a sewage wellA group of microorganisms
Cast iron plate of the wellOuter coating of concrete (concrete film, thickness approx. 1–2 mm)Layer of concrete under the film; thickness about 2 cm
1+/-++sulfur-oxidizing
2--+sulfate-reducing
3+++Fe2+-oxidizing
4+++aerobic heterotrophs
5-++anaerobic heterotrophs
6-++nitrifiers and denitrifiers

Composition of microbiological media used for screening of selected groups of microorganisms

Waksman medium9K Silverman and Lundgren mediumWinogradski medium
ComponentConcentration g/lComponentConcentration g/lComponentConcentration g/l
(NH4)2SO4 0.2K2HPO4 0.5(NH4)2SO4 2.0
KH2PO4 3(NH4)2SO4 3K2HPO4 1.0
MgSO4 · 7 H2O0.5MgSO4 · 7 H2O0.5MgSO4 · 7H2O0.5
CaCl2 · 6 H2O0.025Ca(NO3)2 0.01NaCl2.0
FeSO4 · 7 H2OtracesKCl0.1FeSO4 · 7H2O0.4
S0 10FeSO4 · 7 H2O44.2CaCO3 10.0
DOI: https://doi.org/10.21307/acee-2018-057 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142
Language: English
Page range: 93 - 104
Submitted on: Feb 13, 2018
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Accepted on: May 22, 2018
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Published on: Mar 2, 2022
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2022 Bożena GIL, Barbara SŁOMKA-SŁUPIK, Katarzyna KOWALSKA, Karol JASIŃSKI, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.