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Volume 44 Issue 3
Mar.  2026
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Article Contents
HU Lingqi, WAN Qiqi, HUANG Zhen, PAN Mingbin, LI Xin, LI Dong, MENG Xin, WEN Gang. Pilot-scale study on direct ultrafiltration of raw water for drinking water production and its operating parameter optimization[J]. ENVIRONMENTAL ENGINEERING , 2026, 44(3): 92-100. doi: 10.13205/j.hjgc.202603008
Citation: HU Lingqi, WAN Qiqi, HUANG Zhen, PAN Mingbin, LI Xin, LI Dong, MENG Xin, WEN Gang. Pilot-scale study on direct ultrafiltration of raw water for drinking water production and its operating parameter optimization[J]. ENVIRONMENTAL ENGINEERING , 2026, 44(3): 92-100. doi: 10.13205/j.hjgc.202603008

Pilot-scale study on direct ultrafiltration of raw water for drinking water production and its operating parameter optimization

doi: 10.13205/j.hjgc.202603008
  • Received Date: 2025-11-17
    Available Online: 2026-04-11
  • Publish Date: 2026-03-01
  • This study, conducted at the Haikou Jiangdong Water Plant, applied a direct ultrafiltration process to treat the Nandu River water for potable use. Pilot-scale experiments were performed to optimize key operational parameters, including filtration cycle, backwash regime, and chemical-enhanced backwash (CEB) dosing and frequency. Under the optimized condition, the study comprehensively evaluated treatment performance, membrane-fouling characteristics, and techno-economic outcomes. The results showed that with a filtration cycle of 90 min and a high-intensity, short-duration backwash regime (170 L/(m2·h) flux, 150 s air scouring, 10 s combined air-water top backwash, 10 s combined air-water bottom backwash), together with CEB using 500 mg/L sodium hypochlorite at a frequency of 7 days, the system exhibited robust adaptability and stable performance across varying raw-water qualities. The system maintained regulatory-compliant effluent even when raw-water CODMn reached 7.01 mg/L during high-turbidity periods (≥50 NTU). However, when raw-water CODMn approached 3.6 mg/L during low-turbidity periods (<50 NTU), there was a potential risk of the effluent CODMn exceeding the applicable drinking-water standard. Over 42 days of operation, the transmembrane pressure increased by a cumulative 8.48 kPa but stabilized following a short-term high-turbidity perturbation. Membrane-fouling analyses confirmed that the optimized operating conditions effectively limited fouling and identified siliceous-aluminous inorganic residues as the primary irreversible foulant fraction. A techno-economic assessment indicated water production costs of RMB 0.226/m3 (low-turbidity) and RMB 0.243/m3 (high-turbidity), both lower than the RMB 0.261/m3 estimated for a conventional coagulation-sedimentation-filtration-disinfection process. The operational-parameter framework established in this study provides experimental evidence and technical support for applying direct ultrafiltration as a primary pretreatment unit in engineering practice.
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