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Experimental study on treating landfill sludge by preconditioning combined with vacuum preloading: Effects of freeze-thaw and FeCl_3 preconditioning

机译:用真空预加载治疗垃圾填埋污泥的实验研究:冻融与FECL_3预处理的影响

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摘要

The deep dewatering of landfill sludge (LS) mainly uses the methods of chemical preconditioning and mechanical dewatering, which is easy to cause environmental pollution and is not conducive to the subsequent recycling treatment of sludge. To find a more environment-friendly and efficient method for LS's deep dewatering and volume reduction, an in-situ sludge treatment method combining freeze-thaw (F/T) preconditioning and vacuum preloading was proposed. Firstly, the F/T test of LS was carried out to explore the optimum freezing temperature. FeCl_3, the most widely used agent, was selected as the chemical preconditioning. Then carry out vacuum preloading model box test. The data were compared after the test The mechanisms of the two different sludge preconditioning methods on the LS's consolidation were analyzed. The results show that: after freezing, the specific resistance of LS decreases obviously, the overall particle size increases, the content of small particles decreases. Too fast freezing rate is not conducive to the LS's dewatering. After preconditioning (F/T and FeCl_3) combined with vacuum preloading, the volume reduction ratio was 57.1% and 41.1% respectively, the water content was reduced from 73.4% to 53.7% and 58.1%, and the unconfined compressive strength(UCS) was improved from 15.5 kPa to 50.9 kPa and 77.3 kPa. The total water discharge, drainage rate, volume reduction, and water content of freeze-thaw preconditioned LS are better than FeCl_3 preconditioned, while FeCl_3 preconditioned LS has higher UCS. F/T can aggregate small sludge particles but the acidification and hydrolysis of FeCl_3 always produce small particle, which is not conducive to the consolidation of LS during vacuum preloading.
机译:垃圾填埋场污泥(LS)的深水主要采用化学预处理和机械脱水方法,这易于引起环境污染,不利于随后的污泥的回收处理。为了寻找更加环保和高效的LS的深脱水和减少方法,提出了一种原位污泥处理方法,结合了冻融(F / T)预处理和真空预加载。首先,进行LS的F / T试验以探索最佳的冷冻温度。选择了最广泛使用的代理人FECL_3作为化学预处理。然后进行真空预加载模型盒测试。分析了测试后对数据进行了比较了数据的机制。分析了LS合并的两种不同的污泥预处理方法。结果表明:冻结后,LS的比电阻明显降低,整体粒径增加,小颗粒的含量降低。太快的冷冻率不利于LS的脱水。在预处理(F / T和FECL_3)结合真空预加载后,体积减少率分别为57.1%和41.1%,水含量降低了73.4%至53.7%和58.1%,而不合适的抗压强度(UCS)是从15.5 kPa到50.9 kPa和77.3 kpa改善。冻融预处理LS的总排水,排水率,减小量和水含量优于FECL_3预处理,而FECL_3预处理LS具有更高的UCS。 F / T可以聚集小污泥颗粒,但FECL_3的酸化和水解总是产生小颗粒,这不利于真空预载过程中LS的整合。

著录项

  • 来源
    《Science of the total environment》 |2020年第10期|141092.1-141092.12|共12页
  • 作者单位

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Department of Civil Engineering Shanghai University 99 Shangda Road Shanghai PR China;

    Shanghai Geological Construction Co. Ltd 930 Lingshi Road Shanghai 201203 PR China;

    Shanghai Geological Construction Co. Ltd 930 Lingshi Road Shanghai 201203 PR China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Sludge deep dewatering; Freezing rate; Specific resistance; Particle size; Consolidation behavior;

    机译:污泥深脱水;冷冻率;具体抵抗;粒径;合并行为;

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