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Assessment of the mobility, bioaccessibility, and ecological risk of Pb and Zn on a dirt road located in a former mining area—Ribeira Valley—Brazil

  • Mariana Consiglio Kasemodel
  • Thiago Bueno Ruiz Papa
  • Joel Barbujiani Sígolo
  • Valéria Guimarães Silvestre RodriguesEmail author
Article
  • 36 Downloads

Abstract

The inadequate transportation of foundry slags during the construction of a mining waste landfill accounted for the presence of slags in the dirt road that connects the working district of Vila Mota to the city of Adrianópolis. The objectives of this work were to assess the lead (Pb) and zinc (Zn) contamination of the dirt. Three samples separated by 2 km were collected along a dirt road (samples: Adrianópolis, Deposit, and Plant). The conducted assays were physico-chemical parameters, pseudototal concentration, three sequential extraction procedures, and bioaccessibility assay. The laboratory data was used as input in the calculation of contamination indices risk assessment code (RAC) and potential ecological risk (Eri). The dirt road presented high concentrations of Pb (mean 1426.5 mg kg−1) and Zn (mean 4964.8 mg kg−1). The BCR SEP (Bureau Community of Reference Sequential Extraction Procedure) method was more adequate in extracting the soluble-exchangeable fraction, and this fraction was correlated with the gastric phase. The bioaccessible fraction is mainly present in the stomach fraction and is transported to the intestinal phase. Using BCR SEP method to calculate the contamination indices, sample Deposit yielded very high risk when calculating RAC and Eri for Pb (72.9% and 639.5, respectively). For Zn, high risk was obtained with RAC and very high risk for Eri (42.5% and 344.2, respectively). The high content of Pb and Zn on the dirt road presents a risk to the population that uses this road, since the soil particles are easily transported, deposited on the dermis, and inhaled.

Keywords

Potentially toxic metals Sequential extraction Biodisponibility Potential ecological risk Risk assessment code Slag 

Notes

Acknowledgements

The authors are grateful to the National Council for Scientific and Technological Development (CNPq) for productivity in research fellowship (process number 54134/2016-3), the scholarship provided by the Coordination for the Improvement of Higher Education Personnel (CAPES) and, the financial support provided by the São Paulo Research Foundation (FAPESP) for the project 2014/07180-7.

Funding information

This study is financially supported by the São Paulo Research Foundation (FAPESP) for the project 2014/07180-7.

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Authors and Affiliations

  1. 1.Department of Geotechnical Engineering, São Carlos School of EngineeringUniversity of São PauloSão CarlosBrazil
  2. 2.Forensic Expertise Team of Avaré — SPTCAvaréBrazil
  3. 3.Institute of GeosciencesUniversity of São PauloSão PauloBrazil

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