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Author:

Zeng, Hui-Ping (Zeng, Hui-Ping.) | Yu, Ya-Ping (Yu, Ya-Ping.) | Lü, Sai-Sai (Lü, Sai-Sai.) | Li, Dong (Li, Dong.) (Scholars:李冬) | Zhang, Jie (Zhang, Jie.)

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Abstract:

Backwashing sludge is an efficient adsorbent for arsenic removal. However, considering the practical application, it is unfavorable for solid-liquid separation. To overcome this disadvantage, a high-temperature baking method was used to prepare a granular adsorbent (GA) with iron-manganese sludge, along with an embedding method with drying (H-GA) and lyophilization (D-GA). The characterization results showed that the surface of the three adsorbents were rough, with specific surface areas of 43.830, 110.30, and 129.18 m2•g-1, respectively. The adsorption experiments showed that the adsorption of arsenic by H-GA and D-GA was much higher than that of GA. The maximum adsorption capacities of GA, H-GA, and D-GA were 5.05, 14.95, and 13.45 mg•g-1, respectively. The Langmuir model fit the adsorption process of arsenic by H-GA and D-GA better, whereas the Freundlich model fit the adsorption process of GA better. The Pseudo-first order model and Pseudo-second order model were suitable to describe the kinetic curves of the three adsorbents. The acidic environment was more conducive to the adsorption of arsenic. The particle adsorbents prepared by the embedding method, H-GA and D-GA, retained the original structure of iron-manganese sludge, and the specific surface area was much larger than that of GA; thus, the adsorption capacity was greater than that of GA. Drying and lyophilization had no significant effect on the adsorption performance of granular adsorbents prepared by embedding. © 2019, Science Press. All right reserved.

Keyword:

Arsenic Chitosan Iron Adsorption Bakeries Pollution control Granulation Embeddings Specific surface area

Author Community:

  • [ 1 ] [Zeng, Hui-Ping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yu, Ya-Ping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Lü, Sai-Sai]Beijing General Municipal Engineering Design & Research Institute Co., Ltd., Beijing; 100082, China
  • [ 4 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China

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Source :

Environmental Science

ISSN: 0250-3301

Year: 2019

Issue: 11

Volume: 40

Page: 5002-5008

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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