Research Article| June 01 2011 Recycle of waste backwash water in ultrafiltration drinking water treatment processes Stephanie Leah Gora; Stephanie Leah Gora 1Department of Civil and Resource Engineering, Dalhousie University, 1360 Barrington St, Bldg D, Rm D215, Halifax, Nova Scotia B3J 1Z1, Canada Search for other works by this author on: This Site PubMed Google Scholar Margaret Evelyn Walsh Margaret Evelyn Walsh 1Department of Civil and Resource Engineering, Dalhousie University, 1360 Barrington St, Bldg D, Rm D215, Halifax, Nova Scotia B3J 1Z1, Canada E-mail: mwalsh2@dal.ca Search for other works by this author on: This Site PubMed Google Scholar Journal of Water Supply: Research and Technology-Aqua (2011) 60 (4): 185–196. https://doi.org/10.2166/aqua.2011.050 Article history Received: August 16 2010 Accepted: November 16 2010 Views Icon Views Article contents Figures & tables Video Audio Supplementary Data Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Cite Icon Cite Permissions Search Site Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentAll JournalsThis Journal Search Advanced Search Citation Stephanie Leah Gora, Margaret Evelyn Walsh; Recycle of waste backwash water in ultrafiltration drinking water treatment processes. Journal of Water Supply: Research and Technology-Aqua 1 June 2011; 60 (4): 185–196. doi: https://doi.org/10.2166/aqua.2011.050 Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex In drinking water treatment, ultrafiltration (UF) membrane systems are generally operated at 90 to 95% recovery with production losses resulting from waste residual streams such as backwash water and clean-in-place (CIP) liquid residuals. In drought-prone regions, it may be desirable to apply alternative UF plant design configurations to increase recovery rates and minimize water loss. This approach could consist of adding a secondary stage UF membrane for treatment of first stage UF residuals, or recycling the first stage UF waste residuals by blending a percentage of the backwash water with the raw water at the front of the treatment train. For small systems, the second option may present a more cost-effective solution. The overall objective of this research project was to investigate the potential impacts to UF permeate water quality and coagulation pretreatment efficacy in a bench-scale submerged UF membrane system operating with and without waste backwash water recycle. The results of the study showed that blending 10% waste backwash water with raw water did not negatively impact UF permeate water quality. The results also demonstrated that recycling waste backwash water prior to coagulation–UF treatment may improve organic removal and reductions in neat coagulant dosage may be possible to achieve specific DBP precursor removal targets. coagulation, filter backwash water, natural organic matter, ultrafiltration This content is only available as a PDF. © IWA Publishing 2011 You do not currently have access to this content.