Hg(Ⅱ) ADSORPTION PERFORMANCE BY WATER TREATMENT RESIDUAL

QIU Fuguo; XIA Xin; WANG Xiaoqian; LÜ Huadong

doi:10.13205/j.hjgc.202303005

Volume 41 Issue 3

Mar. 2023

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QIU Fuguo, XIA Xin, WANG Xiaoqian, LÜ Huadong. Hg(Ⅱ) ADSORPTION PERFORMANCE BY WATER TREATMENT RESIDUAL[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(3): 34-41. doi: 10.13205/j.hjgc.202303005

Citation:

QIU Fuguo, XIA Xin, WANG Xiaoqian, LÜ Huadong. Hg(Ⅱ) ADSORPTION PERFORMANCE BY WATER TREATMENT RESIDUAL[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(3): 34-41. doi: 10.13205/j.hjgc.202303005

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Hg(Ⅱ) ADSORPTION PERFORMANCE BY WATER TREATMENT RESIDUAL

doi: 10.13205/j.hjgc.202303005

Key Laboratory of Urban Stormwater System and Water Environment of Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Received Date: 2021-12-20
Available Online: 2023-05-26
Publish Date: 2023-03-01

Abstract

Abstract

Water treatment residual(WTR) can be used as a potential adsorbent to remove heavy metal ions from aqueous solution. The effects of pH value, initial concentration of Hg(Ⅱ), sludge size and temperature on the adsorption performance of WTR as the adsorbent were studied. The kinetics of the adsorption process and adsorption isotherm model were determined, and then its adsorption mechanism was explored. The results showed that the pH of the solution had a great influence on the adsorption of Hg(Ⅱ) by WTR and the adsorption capacity was largest at pH=8.0. A smaller particle size was conductive to the adsorption of Hg(Ⅱ), and the adsorption capacity increased with the increase of initial Hg(Ⅱ) concentration. The adsorption of Hg(Ⅱ) by WTR complied with the pseudo-second-order kinetic model, and the equilibrium isotherm complied with the Langmuir isotherm model, the maximum adsorption capacity was 69.13 mg/g at a temperature of 25 ℃ and pH of 7.0. A higher temperature was conducive to the adsorption of Hg(Ⅱ). It was found that intraparticle diffusion was the rate-limiting step of Hg (Ⅱ) adsorption, by analyzing the changes in the specific surface area and pore size distribution of the WTR before and after adsorption.
- water treatment residuals (WTR),
- Hg(Ⅱ),
- adsorption performance,
- adsorption mechanism,
- pseudo-second-order kinetic

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References

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