Development of a diafiltration-nanofiltration-reverse osmosis (DiaNF-RO) process for ion fractionation towards resource recovery in seawater desalination

被引:3
作者
Truong, Vinh-Hien [1 ,2 ]
Chong, Tzyy Haur [1 ,3 ]
机构
[1] Nanyang Technol Univ, Nanyang Environm & Water Res Inst, Singapore Membrane Technol Ctr, Singapore 637141, Singapore
[2] Nanyang Technol Univ, Interdisciplinary Grad Programme, Singapore 639798, Singapore
[3] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
Desalination; Optimization; Diafiltration; Process design; Ion fractionation; SELECTIVE SEPARATION; DIVALENT IONS; SALT-SOLUTIONS; COARSE SALT; BRINE; ELECTRODIALYSIS; TECHNOLOGIES; CONCENTRATE; FILTRATION; ALGORITHM;
D O I
10.1016/j.desal.2024.117684
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A diafiltration-nanofiltration-reverse osmosis (DiaNF-RO) process is introduced to achieve solutes fractionation of divalent/monovalent ions, i.e., Mg/Na, to enable resource recovery in seawater desalination and brine management. The diafiltration process is applied at the NF stage (i.e., DiaNF) to enhance the Mg/Na fractionation performance of NF (i.e., SF1Mg-Na), while the RO is incorporated to produce desalinated water as well as diluent required by the DiaNF. By initiating the ion fractionation at the pre-treatment rather than post -treatment (i.e., RO-NF), the DiaNF-RO mitigates challenges of high concentration in RO brine management, which includes limitation of maximum allowable operating pressure and high energy requirement. The semi -empirical model, with at least 77.4 % accuracy, is first applied to simulate the performance of DiaNF-RO at different operating conditions and configurations (i.e., multi -stage and recycling). The sensitivity analysis then suggests that dilution should only occur in the last NF stage and without any retentate recycling, while NF pressure and element number should be optimized. Using NF membrane with SFMg-Na of 1.28 at 10 bar and feed seawater of 35 g/L TDS, the optimal 4 -stage DiaNF-RO design achieves maximum SF1Mg-Na of 12.19 at 5.72 kWh/m3, or a minimum energy consumption of 5.41 kWh/m3 at SF1Mg-Na of 7.04.
引用
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页数:17
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