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生物淋滤中硫粉对污泥EPS组分和脱水性的影响
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  • 英文篇名:Effect of S~0 on fractions of EPS in sludge and dewaterability by bioleaching
  • 作者:夏晶 ; 田永静 ; 王骁 ; 黄天寅
  • 英文作者:XIA Jing;TIAN Yong-jing;WANG Xiao;HUANG Tian-yin;School of Environmental Science and Engineering, Suzhou University of Science and Technology;
  • 关键词:污泥 ; 硫粉 ; 脱水性能 ; 蛋白质 ; 多糖
  • 英文关键词:sludge;;S~0;;dewaterability;;protein;;polysaccharide
  • 中文刊名:ZGHJ
  • 英文刊名:China Environmental Science
  • 机构:苏州科技大学环境科学与工程学院;
  • 出版日期:2019-02-20
  • 出版单位:中国环境科学
  • 年:2019
  • 期:v.39
  • 基金:水体污染控制与治理科技重大专项(2017ZX07205001);; 苏州科技大学资助项目(331731201),苏州科技大学研究生创新与教改项目(SKCX17-018)
  • 语种:中文;
  • 页:ZGHJ201902024
  • 页数:6
  • CN:02
  • ISSN:11-2201/X
  • 分类号:173-178
摘要
为探讨生物淋滤过程中污泥的脱水性能及其与胞外聚合物(EPS)中蛋白质(PN)、多糖(PS)的关系,以硫粉(S~0)作为底物,设计了不同S~0投量(0,2,4,6,8g/L)+10%接种物的实验组进行10d淋滤实验.结果表明:溶解态PN、PS含量和污泥比阻(SRF)在淋滤0~2d降低,之后呈上升趋势,结合态PN、PS含量在淋滤0~8d呈下降趋势,之后略微上升,且S~0投加量越大,上述变化趋势越明显.统计结果发现,SRF与溶解态PN、PS有显著的正相关性(R=0.861、0.875,P<0.01).说明不同S0投加量导致溶解态PN、PS含量变化从而影响了污泥脱水性能,其中溶解态PS的变化对污泥脱水性能作用更大.S~0投量为8g/L、淋滤时间为2d时,污泥脱水效果最佳, S0投量为2g/L、淋滤时间6d效果次之,SRF分别比原污泥降低58%和54%,又由于后者重金属去除率高于前者,推荐S0 2g/L,温度30℃,淋滤时间6d,p H值降至2.66为最适工艺条件.
        To investigate the dewaterability of sludge and its relationship with protein(PN), polysaccharide(PS) of extracellular polymers(EPS) in sludge bioleaching, S~0 was added as substrate with different dosage of S~0(0 g/L, 2 g/L, 4 g/L, 6 g/L, 8 g/L) +10% inoculum for 10 days. Results showed that dissolved PS, PN and sludge specific resistance(SRF) reduced at 0~2 days, but increased later, while the bound PN and PS decreased during 0~8 d of bioleaching, and slightly increased later. Moreover, the above trend increased with the increasing loadings of S~0. Statistical results showed that the SRF and dissolved PN, PS had a significantly positive correlation(R=0.861, 0.875, P<0.01), suggesting that the content of dissolved PN and PS were influenced by S~0, thus affecting the dewatering performance of sludge, in which, the dissolved PS had more effect on the dewatering of sludge. The best bioleaching process for sludge dewatering performance was 8 g/L of S~0 for 2 days, followed by 2 g/L of S~0 for 6 days. with the SRF 58% and 54% lower than that of the original sludge, respectively. The heavy metal removal rate in the latter case was higher, thus the latter with 30℃, p H dropped to 2.66 was recommended as the optimization conditions.
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