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Treatment performance of centralized industrial wastewater using powdered activated carbon and poly-aluminum chloride in combination with the activated sludge process

Thuy Thi Thanh Phan 1, 2
Toan Anh Pham 2, 3
Hung Cao To 2, 3
Thao Phuong Nguyen 2, 3
Viet Huu Nguyen 2, 3, *
Hien Thi To 1, 2
Le My Du 2, 3
Thanh Xuan Bui 2, 3
  1. Faculty of Environment, University of Science, Vietnam National University Ho Chi Minh City, 227 Nguyen Van Cu, Cho Quan Ward, Ho Chi Minh City, Viet Nam
  2. Vietnam National University Ho Chi Minh City (VNU-HCM), Linh Trung Ward, Ho Chi Minh City, 700000, Viet Nam
  3. University of Technology (HCMUT), 268 Ly Thuong Kiet Street, Dien Hong Ward, Ho Chi Minh City, Viet Nam
Correspondence to: Viet Huu Nguyen, Vietnam National University Ho Chi Minh City (VNU-HCM), Linh Trung Ward, Ho Chi Minh City, 700000, Viet Nam; University of Technology (HCMUT), 268 Ly Thuong Kiet Street, Dien Hong Ward, Ho Chi Minh City, Viet Nam. Email: [email protected].
Volume & Issue: Vol. 10 No. 2 (2026) | Page No.: 1347-1354 | DOI: 10.32508/vnuhcmj-ees.v10i2.834
Published: 2026-07-06

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This article is published with open access by Viet Nam National University Ho Chi Minh City, Viet Nam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

Abstract

The present study aimed to evaluate the treatment performance of centralized industrial wastewater using the activated sludge (AS) process combined with powdered activated carbon (PAC) and poly aluminum chloride (PACl). The experiment with PAC was tested at five concentrations of 0.0, 0.5, 1.0, 2.0, and 4.0 g PAC/Lsludge, while a PACl was applied at 0, 20, 40, 80, and 160 mg Al/Lsludge for 120 minutes. With a C/C0 ratio of less than 1.0, the addition of PAC and PACl significantly improved the treatment efficiency. Accordingly, the concentrations of COD and NH4+-N at the end of the experiment were lower than the initial values in both PAC and PACl experiments. For COD, PACl showed a higher reduction than PAC, with C/C0 ranging from 0.2 to 0.8, whereas PAC reached only 0.7 to 0.9. Similarly, NH4+-N concentrations also decreased after 120 minutes, with C/C0 ranging from 0.7 to 0.8 in both experiments. Furthermore, the treatment efficiency showed a tendency to increase with increasing dosages of PAC and PACl. The study provides a broader perspective on enhancing the treatment efficiency of industrial wastewater through the combination of adsorption or chemical coagulants processes with the AS process. Data from the investigated PAC and PACl dosages help determine their effective operating ranges in centralized industrial wastewater, thereby supporting the selection of appropriate operational conditions that ensure both technical and economic efficiency while avoiding waste of materials and chemicals.

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