pH对高铁酸盐氧化剩余污泥的影响

金润, 李祥, 郭超然, 殷记强, 黄勇, 马军. pH对高铁酸盐氧化剩余污泥的影响[J]. 环境工程学报, 2019, 13(3): 740-747. doi: 10.12030/j.cjee.201809162
引用本文: 金润, 李祥, 郭超然, 殷记强, 黄勇, 马军. pH对高铁酸盐氧化剩余污泥的影响[J]. 环境工程学报, 2019, 13(3): 740-747. doi: 10.12030/j.cjee.201809162
JIN Run, LI Xiang, GUO Chaoran, YIN Jiqiang, HUANG Yong, MA Jun. Effects of pH on ferrate oxidation of excess sludge[J]. Chinese Journal of Environmental Engineering, 2019, 13(3): 740-747. doi: 10.12030/j.cjee.201809162
Citation: JIN Run, LI Xiang, GUO Chaoran, YIN Jiqiang, HUANG Yong, MA Jun. Effects of pH on ferrate oxidation of excess sludge[J]. Chinese Journal of Environmental Engineering, 2019, 13(3): 740-747. doi: 10.12030/j.cjee.201809162

pH对高铁酸盐氧化剩余污泥的影响

  • 基金项目:

    国家自然科学基金资助项目51478287,51408384国家自然科学基金资助项目(51478287,51408384)

    江苏省特色优势学科二期项目

    江苏省水处理技术与材料协同创新 中心项目

Effects of pH on ferrate oxidation of excess sludge

  • Fund Project:
  • 摘要: 针对高铁酸盐在酸、碱性环境下氧化性和稳定性的不同,采用pH调至1、3、5、7、9、11、13的剩余污泥,投加高铁酸盐溶液进行研究,考察污泥脱水性能(污泥比阻)以及减量化效果,包括破解液性质(氨氮NH4+-N、总氮TN、正磷酸盐PO43-、总磷TP、总有机碳TOC、溶解性有机物SCOD、胞外聚合物EPS)和污泥性状(混合液挥发性悬浮固体浓度MLVSS、污泥沉降比SV、污泥体积指数SVI、粒径)。结果表明:pH由低到高,破解液中各类污染物浓度总体呈现出两端高中间低的趋势,高铁酸盐在酸性和碱性条件下的氧化效果均优于中性条件。其中,pH达13时减量化效果最佳,氮素和有机物质溶出最多,然而此时的脱水性能最差;pH为1时破解液中磷素最多,达90.6 mg·L-1。当pH为13,每g污泥(干重)的高铁酸盐投加量为15 mg Fe时,1 g MLVSS的污泥SCOD释放量达1.13 g,TN、SCOD、TOC释放量分别为179.3、3 507.9和1 134.3 mg·L-1,在达到污泥减量化效果的同时更有利于破解液的后期资源化回收和处理。
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  • 刊出日期:  2019-03-14

pH对高铁酸盐氧化剩余污泥的影响

  • 1. 苏州科技大学环境科学与工程学院,苏州 215011
  • 2. 苏州科技大学环境生物技术研究所,苏州 215011
  • 3. 哈尔滨工业大学环境学院城市水资源与水环境国家重点实验室,哈尔滨 150090
基金项目:

国家自然科学基金资助项目51478287,51408384国家自然科学基金资助项目(51478287,51408384)

江苏省特色优势学科二期项目

江苏省水处理技术与材料协同创新 中心项目

摘要: 针对高铁酸盐在酸、碱性环境下氧化性和稳定性的不同,采用pH调至1、3、5、7、9、11、13的剩余污泥,投加高铁酸盐溶液进行研究,考察污泥脱水性能(污泥比阻)以及减量化效果,包括破解液性质(氨氮NH4+-N、总氮TN、正磷酸盐PO43-、总磷TP、总有机碳TOC、溶解性有机物SCOD、胞外聚合物EPS)和污泥性状(混合液挥发性悬浮固体浓度MLVSS、污泥沉降比SV、污泥体积指数SVI、粒径)。结果表明:pH由低到高,破解液中各类污染物浓度总体呈现出两端高中间低的趋势,高铁酸盐在酸性和碱性条件下的氧化效果均优于中性条件。其中,pH达13时减量化效果最佳,氮素和有机物质溶出最多,然而此时的脱水性能最差;pH为1时破解液中磷素最多,达90.6 mg·L-1。当pH为13,每g污泥(干重)的高铁酸盐投加量为15 mg Fe时,1 g MLVSS的污泥SCOD释放量达1.13 g,TN、SCOD、TOC释放量分别为179.3、3 507.9和1 134.3 mg·L-1,在达到污泥减量化效果的同时更有利于破解液的后期资源化回收和处理。

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