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五室微生物脱盐燃料电池对奶牛场污水的除盐效果

Desalination performance of a five-chamber microbial desalination cell for dairy wastewater treatment

  • 摘要: 针对传统微生物脱盐燃料电池(microbial desalination cell,MDC)处理实际高盐废水时存在的脱盐效率低、适应性差等问题,该研究设计了一种五室MDC构型,以奶牛场实际污水为对象,通过与NaCl溶液对照,系统考察了其脱盐性能、电化学行为与膜污染特征。结果表明,相较于传统三室构型,五室MDC的脱盐速率提升至2.61倍,且在脱盐室扩容5倍的条件下仍能维持98%以上的高脱盐率与稳定的电压输出。利用五室MDC处理实际污水可实现78%以上的COD去除率,最大脱盐速率达39.58 mg/(L·h),最大功率密度为874 mW/m2。与实际污水的复杂性相关,多价离子(如Ca2+、Mg2+)的竞争迁移与膜污染导致系统脱盐周期延长28%,平均脱盐速率(15.32 mg/(L·h))较对照组降低了25.6%,并致使最大输出电压和功率密度分别下降了12.76%和33.80%。膜污染分析表明,实际污水在离子交换膜表面形成了复合污垢层,系统内阻升高60.60%;膜清洗后,Ca2+、Mg2+的回收率分别恢复至89.35%、79.49%。该研究为MDC技术处理复杂含盐废水提供了构型优化与抗污策略的重要理论依据。

     

    Abstract: Abstract: Microbial desalination cells (MDCs) have been widely used to treat high-salinity wastewater. It is often required for the desalination efficiency with less membrane fouling and system scalability. In this study, a five-chamber MDC (FMDC) configuration was designed and constructed to treat the dairy wastewater. Two anode chambers and two cathode chambers were arranged symmetrically to form a central “cross-shaped” desalination channel. The effective volume of the desalination chamber was expanded to 500 mL. Single-batch treatment was enhanced to optimize the ion migration pathways. A two-stage experimental strategy was implemented to evaluate the performance. 1) A parallel comparative experiment was conducted on the FMDC and a conventional three-chamber MDC (TMDC) using synthetic wastewater. The performance differences between configurations were clarified after comparison. 2) Coagulant-pretreated dairy wastewater was taken as the treatment group (Trt), and a NaCl solution with a similar total dissolved solids (TDS) concentration was used as the control (Crt). A systematic investigation was made to explore the bioelectricity generation, desalination efficiency, organic degradation, multi-ion migration behavior, and membrane fouling in the FMDC system. The results demonstrated that the desalination rate of the FMDC reached 18.25 mg/(L·h), which was 2.61 times that of the TMDC (7.00 mg/(L·h)), while the output voltage showed no significant difference. Furthermore, the FMDC maintained a high desalination rate of 98.1% and stable operating voltage, even when the treatment volume was expanded by five times. The promising potential was provided for the efficient desalination and scale-up. The FMDC also exhibited a stable treatment for dairy wastewater. In electricity generation, the maximum output voltage and maximum power density were 593.60 ± 3.54 mV and 874 mW/m2, respectively. The current output was sustained lower level than the control group with the synthetic brine. In pollutant removal, a chemical oxygen demand (COD) removal rate exceeded 78% with the desalination rate above 86% and the maximum instantaneous desalination rate of 39.58 mg/(L·h). The performance was significantly constrained by the complex real wastewater. Electrochemical impedance analysis revealed that the internal resistance increased by approximately 60.6% with the real wastewater, compared with the control. The resistance further rose to 298 Ω after long-term operation. This was primarily attributed to membrane scaling and organic-biological composite fouling induced by multivalent ions (e.g., Ca2+, and Mg2+) in the wastewater. Scanning electron microscopy (SEM) confirmed that the dense fouling layer was formed to directly reduce 25.6% the average desalination rate (15.32 vs. 19.31 mg/(L·h)) with the prolonged desalination cycle. Furthermore, the ion migration analysis indicated that the removal rates were varied in the different ions, due to the migration competition, catholyte back-diffusion, and anodic microbial metabolism. For instance, the sulfate (SO42-) recovery rate was 81.34%, whereas the potassium (K+) removal rate was only 57.59%. Notably, the membrane fouling was partially reversible, as the chemical cleaning restored the transmembrane recovery rates of Ca2+ and Mg2+ to 89.35% and 79.49%, respectively. The FMDC is feasible to treat the high-salinity complex dairy wastewater using the dual configuration, in terms of the desalination rate and treatment capacity. More importantly, the membrane fouling can be identified as the limiting factor in engineering applications. Consequently, this finding can provide a significant configuration and optimization for the MDC technology on the saline wastewater. A crucial theoretical and practical guidance can also be offered for the subsequent antifouling materials under the cleaning strategies

     

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