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Low-Calcium-Retention Nanofiltration Membrane for Treatment of Unconventional Drinking Water Sources
Authors: JIA Yumeng, QIN Yingjie, XU Yuzhuang, LIU Yi, CAI Tenghao
Units: (1.School of Chemical Engineering and Technology, Tianjin University, Tianjin 300350; PureSea Spring Membrane Technology, Ltd., Tianjin 300350
KeyWords: low calcium rejection; nanofiltration; groundwater; high hardness; high sulfate; fresh water recovery
ClassificationCode:TU991.26+4
year,volume(issue):pagination: 2022,42(1):129-137

Abstract:
 Nanofiltration (NF) technology can be used to treat unconventional water source with high hardness and sulfate content. However calcium sulfate scaling leads to problems such as reduction of the permeate water recovery. Low-calcium-rejection nanofiltration membrane (LCNF) can reduce CaSO4 scaling by partially allowing Ca2+ to pass through. In this study, LCNF membrane module NF3 and conventional NF membrane module NF1 and NF2 were used to treat dilute aqueous solution of single salts and groundwater with hardness and sulfate content exceeding the national standard. The effects of pressure, temperature, ion species and concentration in feed solution on membrane performance were studied. The results showed that the rejection rates of LCNF were 44.89% and 99.05% respectively to 6.5mmol/L CaCl2 solution and 5.5mmol/L MgSO4 solution at feed pressure of 0.6MPa. The rejection rate of NF1 to calcium chloride was 45.91% and 31.84% lower than that of NF1 and NF2 which was 90.80% and 76.73% respectively. The rejection rate of all NF membrane to magnesium sulfate was basically the same. When LCNF was used to treat groundwater of high hardness and sulfate content, the rejection rates of Ca2+, Mg2+, SO42- were 72.12%, 88.68%, 99.00% respectively. The rejection rate of NF3 to Ca2+ was significantly lower than that of NF1 and NF2 which was 89.44% and 85.78% respectively, while the rejection rate of Mg2+ and SO42- was basically the same. Meanwhile the permeation flux of NF3 increased by 37.5% compared with that of NF1, which was similar to that of NF2. When the permeate water recovery rate reached 80%, the permeation flux of NF3 membrane was only 4.97% lower than the initial flux, while the permeation flux of NF1 and NF2 membrane was 52.38% and 15.15% lower than the initial flux. It was also observed in the experiment that scaling occurred for the conventional NF membrane when dealing with the concentrated groundwater under high pressure or with high permeate water recovery, while scaling did not occur for LCNF membrane. This study shows that the new LCNF membrane is more suitable for the treatment of groundwater of high hardness and high sulfate.

Funds:
国家重点研发计划“压力驱动—电驱动分级脱盐海水淡化新工艺”项目编号:0401220004

AuthorIntro:
贾雨萌(1995-),男,硕士研究生,研究方向为新型膜分离技术

Reference:
 [1] 李海涛. 衡水市地下水水质变化趋势预测分析[J]. 水科学与工程技术,2011(03):35-37.
[2] 胡新锁, 郭凤震, 穆淑敏. 邯郸市地下水资源及其水质状况分析[J]. 河北工程技术高等专科学校学报,2007(02):5-7+16.
[3] 田振君. 沧州市浅层地下水质量现状与变化趋势分析[J]. 地下水,2020,42(02):38-40+113.
[4] 张亚敏, 殷素娟, 黄颢,等. 河南省周口市地下水质量状况及污染分析[J]. 地下水,2008 (01):65-67.
[5] 中华人民共和国卫生部, GB 5749-2006,生活饮用水卫生标准[S]. 北京:中国标准出版社, 2006.
[6] Noreddine G, Thomas M, Gary L. Technical review and evaluation of the economics of water desalination: Current and future challenges for better water supply sustainability[J]. Desalination, 2013,309:197-207.
[7] 刘文君, 王小毛, 舒为群,等. 人体所需必要元素与饮水健康[J]. 给水排水,43(10):9-12.
[8] Bowen W R, Welfoot J S. Modelling the performance of membrane nanofiltration-critical assessment and model development[J]. Chemical Engineering Science, 2002,57(7):1121-1137.
[9] Bandini S,Vezzani D. Nanofiltration modeling: the role of dielectric exclusion in membrane characterization[J]. Chemical Engineering Science, 2003,8(15):3303-3326.
[10] Szymczyk A, Fievet P. Investigating transport properties of nanofiltration membranes by means of a steric,electric and dielectric exclusion model[J]. Journal of Membrane Science, 2005,252( 1): 77-88.
[11] 高晓琪, 俞开昌, 王小??. 疏松型纳滤膜对饮用水中无机阳离子的脱除特性及分离选择性[J]. 环境科学学报,2020,40(08):2700-2707.
[12] 谢喜平, 张佩瑶, 杨运,等. 低压纳滤膜用于给水深度处理的中试研究[J]. 中国给水排水,2020,36(17):30-35.
[13] Reddy A V R., Trivedi J J., Devmurari C V, et al. Fouling resistant membranes in desalination and water recovery[J]. Desalination,2005,183:301-306.
[14] 宋玉军, 孙本惠. 影响纳滤膜分离性能的因素分析[J]. 水处理技术,1997(2):18-22.
[15] 姜迪, 徐异峰, 陆国太,等. 低浓度范围内盐浓度对纳滤膜脱除性能的影响[J]. 膜科学与技术,2017,37(01):64-68. 
[16] Anne C O, Trebouet D, Jaouen P, et al. Nanofiltration of seawater: fractionation of mono- and multi-valent cations[J]. Desalination,2001,140(1) 67-77.
[17] 汪伟宁, 王大新, 王晓琳,等. 无机盐水溶液体系的纳滤膜分离实验研究[J]. 高校化学工程学报,2002(03):257-262. 
[18] Schaep J, Vandecasteele C, Mohammad A W, et al. Modelling the retention of ionic components for different nanofiltration membranes[J]. Separation and Purification Technology,2001,22:169-179.
[19] Wang D X, Wang X L, Tomi Y, et al. Modeling the separation performance of nanofiltration membranes for the mixed salts solution [J]. Journal of Membrane Science, 2006, 280(1): 734-43.
[20] Wang X L, Wang W N, Wang D X. Experimental investigation on separation performance of nanofiltration membranes for inorganic electrolyte solutions [J]. Desalination, 2002, 145(1): 115-22.
[21] Luigi B,Carolina M,Serena B. The role of the electrolyte on the mechanism of charge formation in polyamide NF membranes: NaCl and CaCl 2 solutions in comparison[J]. Desalination,2006,199(1).
[22] 薛罡, 刘亚男, 何圣兵. 纳滤膜处理受污染地下水的运行影响因素研究[J]. 国给水排水,2006(03):24-27.

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