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Silica and silicate precipitation as limiting factors in high-recovery reverse osmosis operations

  • S. Salvador Cob*
  • , C. Beaupin
  • , B. Hofs
  • , M. M. Nederlof
  • , D. J.H. Harmsen
  • , E. R. Cornelissen
  • , A. Zwijnenburg
  • , F. E. Genceli Güner
  • , G. J. Witkamp
  • *Bu çalışma için yazışmadan sorumlu yazar
  • KWR Watercycle Research Institute
  • Wetsus - European Centre of Excellence for Sustainable Water Technology
  • Delft University of Technology

Araştırma sonucu: Dergiye katkıMakalebilirkişi

68 Atıf (Scopus)

Özet

This paper investigated silica and silicate precipitation as limiting factors in high-recovery membrane operations. For this purpose a cation exchange pretreatment is proposed to reduce Ca 2+, Ba 2+, Mg 2+ levels to prevent scaling of salts containing these ions during subsequent NF and RO filtration, in which RO is fed with NF concentrate. In a pilot plant experiments were carried out at total (NF+RO) water recovery of 91, 94, 96 and 98% with locally available tap water which contains 20mg/L of silica as feed water. Autopsy studies were performed with the RO membranes after each experiment in which the fouling layer was studied using SEM-EDX to determine the structure and the composition of the fouling deposits. A thin cake layer was observed which covered approximately half of the membrane surface after operating for 20 days at 91 and 94% recovery. At 96 and 98% recovery the fouling layer was thicker and completely covered the membrane surface. EDX analysis indicated that the fouling layer was mainly composed of Si, Al, Fe and O, most likely due to the presence of iron oxides, iron hydroxides, silica and aluminosilicates. To be able to work at these high recoveries for an extended period, further measures need to be taken to prevent silica and aluminosilicate scaling.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)1-10
Sayfa sayısı10
DergiJournal of Membrane Science
Hacim423-424
DOI'lar
Yayın durumuYayınlandı - 15 Ara 2012
Harici olarak yayınlandıEvet

Finansman

This work was performed in the TTIW-cooperation framework of Wetsus, Centre of Excellence for Sustainable Water Technology ( www.wetsus.nl ). Wetsus is funded by the Dutch Ministry of Economic Affairs, the European Union Regional Development Fund, the Province of Fryslân, the City of Leeuwarden and the EZ/Kompas program of the “Samenwerkingsverband Noord-Nederland” and by the Joint Research Program of the Dutch Water Companies . The authors would like to thank the participants of the research theme “Clean Water Technology” for the discussions and their financial support. We would like to thank Hans Huiting (Senior Advisor Industrial Water at KWR Watercycle Research Institute) for the fruitful discussions about this project. Finally, we also would like to thank the reviewers for their comments, which helped to greatly improve the quality of this paper.

Finansörler
City of Leeuwarden
Ministerie van Economische Zaken
European Regional Development Fund
Samenwerkingsverband Noord-Nederland

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