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author:

Chang, J. (Chang, J..) [1] | Chang, H. (Chang, H..) [2] | Meng, Y. (Meng, Y..) [3] | Zhao, H. (Zhao, H..) [4] | Lu, M. (Lu, M..) [5] | Liang, Y. (Liang, Y..) [6] | Yan, Z. (Yan, Z..) [7] | Liang, H. (Liang, H..) [8]

Indexed by:

Scopus

Abstract:

As a common pollutant in wastewater, surfactant is a major factor for membrane wetting in direct contact membrane distillation (DCMD) process. Many studies have been reported to develop anti-wetting membranes, but few study focused on hydrophobicity recovery of membranes wetted by surfactants. Membrane wetting caused by different surfactants in DCMD was evaluated through net and liquid flux, and hydrophobicity recovery of the wetted membranes using water washing and drying was systematically assessed. The results showed that wetting rates and degrees varied, with hexadecyl trimethyl ammonium bromide (CTAB) inducing the fastest and the most serious wetting, followed by Tween 20 and sodium dodecyl sulfate (SDS). With respect to cleaning via washing and drying, the membranes wetted by SDS and CTAB exhibited good hydrophobicity recovery, but the hydrophobicity of the membranes wetted by Tween 20 was not effectively restored. Alternatively, a good hydrophobicity recovery was also achieved when the membranes wetted by Tween 20 were soaked in CTAB before washing and drying. The hydrophobicity recovery was improved with the increase in CTAB ratio during filtration of the mixture of CTAB and Tween 20. The results could provide guidance for restoring hydrophobicity of the membranes wetted by surfactants via optimized cleaning approaches. © 2022 Elsevier B.V.

Keyword:

Direct contact membrane distillation Liquid flux Membrane hydrophobicity recovery Surfactant-induced wetting Washing and drying

Community:

  • [ 1 ] [Chang, J.]State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan University, Chengdu, 610065, China
  • [ 2 ] [Chang, H.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 3 ] [Meng, Y.]State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan University, Chengdu, 610065, China
  • [ 4 ] [Zhao, H.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 5 ] [Lu, M.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 6 ] [Liang, Y.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 7 ] [Yan, Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 8 ] [Liang, H.]State Key Laboratory of Urban Water Resource and Environment (SKLUWRE), Harbin Institute of Technology, Harbin, 150090, China

Reprint 's Address:

  • [Chang, H.]MOE Key Laboratory of Deep Earth Science and Engineering, China

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Source :

Separation and Purification Technology

ISSN: 1383-5866

Year: 2022

Volume: 301

8 . 6

JCR@2022

8 . 2 0 0

JCR@2023

ESI HC Threshold:74

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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