Department of Science and Engineering of Materials, Environment and Urban Planning (SIMAU), Università Politecnica delle Marche, Via Brecce Bianche, 12, Ancona, Italy.
Department of Science and Engineering of Materials, Environment and Urban Planning (SIMAU), Università Politecnica delle Marche, Via Brecce Bianche, 12, Ancona, Italy.
Waste Manag. 2018 Jun;76:566-574. doi: 10.1016/j.wasman.2018.03.014. Epub 2018 Mar 16.
Recovery of high quality water from municipal landfill leachate was studied by three-stage disc tube reverse osmosis optimized in pilot-scale. Following UF-membrane-assisted activated sludge plant, overall 46.5 tons of leachate were post-treated in real environment and analyzed for conventional contaminants and hazardous compounds (e.g. heavy metals, boron, selenium) throughout operation of membrane system. Operating pressure ranged from 21 to 76 bar, while permeate flux varied in the range 7.1-32.5 L m h. Rejection factors of specific ions were related to the pressure and global removals were assessed for each stage (e.g. E% = 92.4-99.2%, E% = 46.2-95.8%, E% = 84.8-97.9%; E% = 88-95.5%). Boron removal was assessed in the range 34-48%, so as to require the third stage to reach standard for discharge or reuse. Two stages were sufficient to reach water recovery higher than 91%. Long-term operation and mathematical modeling demonstrated how the Δπ/ΔP ratio can support the decisions for membrane cleaning and predictive maintenance: permeability decline was associated to the ratio increase from 0.72 to 0.73 to 1.13-1.21.
采用三阶段碟管式反渗透工艺对城市垃圾渗滤液进行了优化设计,并在中试规模下对其进行了研究。在 UF 膜辅助活性污泥处理厂之后,在实际环境中对总共 46.5 吨的渗滤液进行了后处理,并在整个膜系统运行过程中对常规污染物和危险化合物(如重金属、硼、硒)进行了分析。操作压力范围为 21 至 76 巴,而渗透通量在 7.1 至 32.5 L m h 之间变化。特定离子的截留因子与压力有关,对每个阶段的总去除率进行了评估(例如,E%=92.4-99.2%,E%=46.2-95.8%,E%=84.8-97.9%;E%=88-95.5%)。硼的去除率在 34-48%之间,因此需要第三阶段才能达到排放标准或再利用标准。两个阶段就足以实现回收率高于 91%。长期运行和数学模型表明,Δπ/ΔP 比如何支持膜清洗和预测性维护的决策:渗透率的下降与该比值从 0.72 增加到 0.73 再增加到 1.13-1.21 有关。