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正渗透微生物燃料电池反向溶质通量和膜污染控制技术研究进展

段亮 李世龙 邢飞

段亮,李世龙,邢飞.正渗透微生物燃料电池反向溶质通量和膜污染控制技术研究进展[J].环境工程技术学报,2023,13(3):1150-1160 doi: 10.12153/j.issn.1674-991X.20220593
引用本文: 段亮,李世龙,邢飞.正渗透微生物燃料电池反向溶质通量和膜污染控制技术研究进展[J].环境工程技术学报,2023,13(3):1150-1160 doi: 10.12153/j.issn.1674-991X.20220593
DUAN L,LI S L,XING F.Technical research progress of controlling reverse solute flux and membrane fouling in osmotic microbial fuel cell[J].Journal of Environmental Engineering Technology,2023,13(3):1150-1160 doi: 10.12153/j.issn.1674-991X.20220593
Citation: DUAN L,LI S L,XING F.Technical research progress of controlling reverse solute flux and membrane fouling in osmotic microbial fuel cell[J].Journal of Environmental Engineering Technology,2023,13(3):1150-1160 doi: 10.12153/j.issn.1674-991X.20220593

正渗透微生物燃料电池反向溶质通量和膜污染控制技术研究进展

doi: 10.12153/j.issn.1674-991X.20220593
基金项目: 国家水体污染控制与治理科技重大专项(2018ZX07601-003)
详细信息
    作者简介:

    段亮(1983—),男,研究员,博士,长期从事水环境处理技术研究,duanliang@craes.org.cn

  • 中图分类号: X703

Technical research progress of controlling reverse solute flux and membrane fouling in osmotic microbial fuel cell

  • 摘要:

    正渗透微生物燃料电池(OsMFC)采用正渗透(FO)膜代替传统微生物燃料电池(MFC)中的质子交换膜,可以在回收生物电的同时借助FO膜对原料液即阳极污水进行处理并提取高质量水,该技术受到广泛关注。与传统MFC相比,OsMFC在产电性能和出水水质方面均有提升。但是,FO膜的引入使得OsMFC系统反向溶质扩散和膜污染等问题十分突出,进而导致FO膜的水通量降低,OsMFC的产电和产水性能下降,限制了OsMFC的发展和应用。随着近年来材料和生物等领域的不断发展,上述问题可以通过合理的技术手段解决。从优化OsMFC性能出发,重点从反向溶质通量(RSF)控制和膜污染控制2个方面对近几年的研究进行分析和总结,主要包括通过膜材料的选择、汲取液的选择和OsMFC系统内产电对RSF进行抑制,以及通过膜污染形成机制、膜污染的技术调控、膜污染清洗、膜材料的改性和阳极微生物的筛选与培养对膜污染进行控制,并对未来OsMFC的RSF和膜污染的控制技术进行了展望。

     

  • 图  1  OsMFC基本原理

    Figure  1.  Basic principle of OsMFC

    图  2  RSF基本原理(以活性层朝向汲取液为例)

    Figure  2.  Basic principle of RSF (taking the active layer facing the draw solution as an example)

    图  3  FO膜污染示意

    Figure  3.  Schematic of FO membrane fouling

    图  4  生物污染形成过程

    Figure  4.  Biological contamination formation process

    表  1  已有研究中OsMFC的参数与性能总结

    Table  1.   Summary of parameters and performance of OsMFC in existing research results

    研究开展年份汲取液种类外部电阻/Ω电流密度/
    (A/m3
    最大输出功率/
    (W/m3
    数据
    来源
    2011 NaCl(58 g/L) 10 30.0 4.74 文献[1]
    海水(35 g/L) 10 17.3 2.39 文献[1]
    2013 NaCl(35 g/L) 100 0.1 43.00 文献[23]
    NaCl(2 mol/L) 10 37.0 4.50 文献[24]
    2014 NaCl(2 mol/L) 50 139.5 27.38 文献[25]
    2015 NaCl(1 mol/L) 100 11.70 文献[26]
    2018 K2SO4(0.5 mol/L) 10 24.7 文献[27]
    2019 EDTA-Na2(0.2 mol/L) 10 22.5 文献[28]
    NaCl(0.185 mol/L) 10 23.6 文献[28]
    2020 NaCl(1 mol/L) 500 3.70 文献[29]
    PBS(1 mol/L) 10 73.3 文献[30]
    NaCl(1 mol/L) 10 49.7 文献[30]
    2021 NaCl(0.25 mol/L) 5 0.10 文献[31]
    NaCl(35 g/L) 100 3.40 文献[32]
    NH4HCO3(1 mol/L) 5 402.0 文献[33]
    2022 NaCl(35 g/L)+
    NaHCO3(1 g/L)
    250 11.10 文献[34]
    下载: 导出CSV

    表  2  PAA-Na和EDTA-Na2与常规汲取液的性能对比

    Table  2.   Comparison of performance of PAA-Na and EDTA-Na2 with conventional draw solutions

    汲取液种类水通量/
    〔L/(m2·h)〕
    电流密度/
    (A/m3
    RSF/
    〔g/(m2·h)〕
    回收率/%数据
    来源
    PAA-Na
    (质量比32%)
    12.7±0.2159.0±6.00.05≥99文献[52]
    PBS
    (质量比8%)
    3.4~3.7167.0±6.09.12±0.10文献[52]
    EDTA-Na2
    (0.2 mol/L)
    1.622.50.38>90文献[28]
    NaCl
    (0.185 mol/L)
    1.223.61.00文献[28]
    下载: 导出CSV

    表  3  HRT对OsMFC的影响

    Table  3.   Effect of HRT on OsMFC

    HRT/h水通量/〔L/(m2·h)〕最大输出功率密度/(W/m3数据来源
    241.110.10文献[24]
    121.330.36
    61.490.82
    61.52±0.112.68±0.87文献[32]
    4.51.57±0.11
    31.64±0.094.77±0.57
    下载: 导出CSV

    表  4  不同清洗方法的清洗效果

    Table  4.   Cleaning effect of different cleaning methods

    清洗方法水通量/〔L/(m2·h)〕水通量恢复率/%内阻/Ω最大输出功率密度/(W/m3)数据来源
    原始膜4.17±0.1686.4±34.33.42±0.18文献[32]
    去离子水+超声波2.04±0.0648.9141.5±14.42.87±0.09
    0.1% NaOH+0.2%NaCl3.06±0.1173.5112.2±19.83.12±0.54
    0.2%NaClO3.82±0.0791.689.2±30.53.35±0.67
    原始膜4.25494.3±25.41.28文献[70]
    NaClO3.0563.1374.4±8.00.22
    EDTA3.2157.5394.8±9.10.11
    物理清洗2.6944.7423.4±12.60.76
    下载: 导出CSV

    表  5  加入铁还原菌前后系统性能及FO膜性能[70]

    Table  5.   System performance and FO membrane performance before and after adding iron reduction bacteria

    状态最高输出电压/mV最大输出功率密度/(W/m3阳极电导率/(mS/cm)阴极电导率/(mS/cm)水通量/〔L/(m2·h)〕Na+反向渗透量〔g/(m2·h)〕
    未加入3001.288.50~10.5030.38~45.291.54~3.1412.23~18.19
    加入84012.23±1.0519.89~45.311.83~3.206.40~10.79
    下载: 导出CSV
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