Active Capping Treatment of Copper and Chromium Contaminated Sediment with Bentonite Kaolin and Sand to Inhibit their Release to the Overlying Water

• Autorzy: Aliyu Mohammed Kabir , Abd Karim Ahmad Tarmizi Bn , Chan Chee Ming , Abdulkadir Aeslina , Bin Daud Zawawi , Oyekanmi Adeleke Abdulrahman

Identyfikatory

DOI

10.12911/22998993/153395

• Języki publikacji: EN

Abstrakty

EN

The public concern over sediment contamination brought on by mining operations, excessive use of chemical fertilisers or pesticides, industrial, agricultural, and municipal effluent, is increasing. Dredging is a more expensive treatment option than in situ capping of polluted sediment for immobilising pollutants in sediments on site. In order to stop the release of Cr and Cu from chemically contaminated sediments, this study aimed to evaluate the efficiency of utilising active capping materials such as bentonite (B), kaolin (K), and a 1:1 combination of bentonite and kaolin (BK) as capping materials. In a 90-day laboratory experiment carried out in glass tanks with a 1 cm thickness cover of capped material plus sand spread over the polluted sediment, the efficacy of B, K, and BK in inhibiting trace metal leachability was examined. The findings demonstrated that B and BK decreased the ability of sediments to leach Cr and Cu. The results suggest that BK and B should be considered as a suitable active material for capping treatment of polluted sediment sites because of their high Cu and Cr trapping. According to an analysis of adsorption kinetics, chemisorption was the adsorption process. The outcomes of this study demonstrated the potential for using kaolin, a bentonite-kaolin clay mixture covered with sand, and bentonite as capping materials for the in-situ treatment of Cr and Cu polluted coastal sediments.

Słowa kluczowe

EN

in situ capping; polluted sediment; bentonite; kaolin; chromium; copper

• Wydawca: Polskie Towarzystwo Inżynierii Ekologicznej ; Lublin University of Technology
• Czasopismo: Journal of Ecological Engineering
• Rocznik: 2022
• Tom: Vol. 23, nr 12
• Strony: 264--272
• Opis fizyczny: Bibliogr. 33 poz., rys.

Twórcy

autor

Aliyu Mohammed Kabir

• Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia

• https://orcid.org/0000-0003-4847-8794

autor

Abd Karim Ahmad Tarmizi Bn

• Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia

autor

Chan Chee Ming

• Department of Civil Engineering, Faculty of Engineering Technology, Pagoh Higher Education Hub, 84600 Pagoh, Muar, Johor, Malaysia

autor

Abdulkadir Aeslina

• Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia

autor

Bin Daud Zawawi

• Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia

autor

Oyekanmi Adeleke Abdulrahman

• Department of Earth Science and Environment, Faculty of Science and Technology, The National University of Malaysia, Bangi, Selangor, Malaysia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).