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Volume 38 Issue 12
Apr.  2021
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Article Contents
QI Er-bing, HUANG Ya-ji, YUAN Qi, HU Hua-jun, FAN Cong-hui, CAO Yan-yan, DING Shou-yi. LIME COAGULATION-SUBMERGED EVAPORATION SYNERGISTIC TREATMENT FOR NANOFILTRATION MEMBRANE CONCENTRATE OF LANDFILL LEACHATE[J]. ENVIRONMENTAL ENGINEERING , 2020, 38(12): 54-58,77. doi: 10.13205/j.hjgc.202012010
Citation: QI Er-bing, HUANG Ya-ji, YUAN Qi, HU Hua-jun, FAN Cong-hui, CAO Yan-yan, DING Shou-yi. LIME COAGULATION-SUBMERGED EVAPORATION SYNERGISTIC TREATMENT FOR NANOFILTRATION MEMBRANE CONCENTRATE OF LANDFILL LEACHATE[J]. ENVIRONMENTAL ENGINEERING , 2020, 38(12): 54-58,77. doi: 10.13205/j.hjgc.202012010

LIME COAGULATION-SUBMERGED EVAPORATION SYNERGISTIC TREATMENT FOR NANOFILTRATION MEMBRANE CONCENTRATE OF LANDFILL LEACHATE

doi: 10.13205/j.hjgc.202012010
  • Received Date: 2019-11-29
    Available Online: 2021-04-23
  • In order to improve quantitative reduction of the landfill leachate membrane concentrate, the nanofiltration membrane concentrate was treated by lime coagulation-submerged evaporation, and the change rule of water quality was obtained. The results showed that in the lime-coagulation treatment alone, the softening effect of membrane concentration was best when the dosage of lime was 2 g/L; with the increase of lime dosage, the pH of the membrane concentrate, and the removal rate of COD, NH3-N, and metal ions (Fe3+, Mg2+, Al3+, K+ and Na+) increased. In lime coagulation-immersion evaporation synergistic treatment, when the dosage of lime was 2 g/L and the concentration ratio was 10, compared to coagulation alone, the softening effect of evaporation residue liquid was further improved, with hardness removal rate increased from 29.1% to 65.9%, COD removal rate increased from 24.1% to 41.2%, NH3-N removal rate increased from 39% to 81.4%, and K+ and Na+ concentration increased from 4300,5860 mg/L to 36210, 48300 mg/L, respectively. That provided conducive condition for the latter resource utilization. COD concentration in the condensate decreased from 26.3 mg/L to 16.3 mg/L, and NH3-N decreased from 2.0 mg/L to 1.4 mg/L, complying with the relevant requirements of the Control Standard for Domestic Waste Landfill (GB 16889—2008).
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