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author:

Hu, B. (Hu, B..) [1] | Huang, L. (Huang, L..) [2] | Chang, H. (Chang, H..) [3] | Ji, Z. (Ji, Z..) [4] | Yan, Z. (Yan, Z..) [5] | Qu, D. (Qu, D..) [6] | Wang, J. (Wang, J..) [7] | Qu, F. (Qu, F..) [8] | Liang, H. (Liang, H..) [9]

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Scopus

Abstract:

As a byproduct of oil and gas (O&G) extraction, large volumes of produced water (PW) with complex compositions have a potential threat if they are not appropriately managed. Although membrane technologies are promising approaches for PW desalination, the widespread application of membrane desalination technologies is significantly hindered by fouling and inorganic scaling. The research interest in membrane scaling has been proven by the growing number of literature with an average annual growth rate of 17 %. Inorganic scaling was impacted by various factors, mainly including operation conditions, membrane properties and pretreatments. Thus, the review summarized the latest research on inorganic scaling during PW treatment using membrane distillation (MD), forward osmosis (FO) and nanofiltration/reverse osmosis (NF/RO), focusing on these influencing factors. Moreover, FO showed the best resistance performance of inorganic scaling in PW treatment by comparing MD, FO and RO/NF processes. Finally, the trade-off between scaling mitigation behaviors and permeate flux, exploring the effect of fouling on scaling, and studying the unknown risks of chemical agents on desalination could be regarded as future research directions. It is beneficial for the large market prospects of membrane processes in PW treatment by addressing membrane scaling. © 2024 Elsevier B.V.

Keyword:

Inorganic scaling Membrane desalination Mitigation strategies Produced water (PW) Scaling factors

Community:

  • [ 1 ] [Hu B.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 2 ] [Hu B.]State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Sichuan University, Chengdu, 610065, China
  • [ 3 ] [Huang L.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 4 ] [Huang L.]State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Sichuan University, Chengdu, 610065, China
  • [ 5 ] [Chang H.]MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu, 610207, China
  • [ 6 ] [Chang H.]State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Sichuan University, Chengdu, 610065, China
  • [ 7 ] [Ji Z.]School of Architecture & Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China
  • [ 8 ] [Yan Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 9 ] [Qu D.]Beijing Key Laboratory for Source Control Technology of Water Pollution, College of Environmental Science and Engineering, Beijing Forestry University, 35 Qinghua East Road, Haidian District, Beijing, 100083, China
  • [ 10 ] [Wang J.]Pittsburgh Institute, Sichuan University, Chengdu, 610207, China
  • [ 11 ] [Qu F.]Key Laboratory for Water Quality and Conservation of the Pearl River Delta, Guangzhou University, Guangzhou, 510006, China
  • [ 12 ] [Liang H.]State Key Laboratory of Urban Water Resource and Environment (SKLUWRE), Harbin Institute of Technology, Harbin, 150090, China

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Source :

Separation and Purification Technology

ISSN: 1383-5866

Year: 2025

Volume: 354

8 . 2 0 0

JCR@2023

CAS Journal Grade:2

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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