电渗作用下工程废泥加固效率试验研究

陶燕丽, 于泽一, 朱剑锋, 龚晓南, 周建, 李凯强. 电渗作用下工程废泥加固效率试验研究[J]. 水文地质工程地质, 2025, 52(1): 141-148. doi: 10.16030/j.cnki.issn.1000-3665.202311003
引用本文: 陶燕丽, 于泽一, 朱剑锋, 龚晓南, 周建, 李凯强. 电渗作用下工程废泥加固效率试验研究[J]. 水文地质工程地质, 2025, 52(1): 141-148. doi: 10.16030/j.cnki.issn.1000-3665.202311003
TAO Yanli, YU Zeyi, ZHU Jianfeng, GONG Xiaonan, ZHOU Jian, LI Kaiqiang. Experimental study of the strengthening efficiency of engineering waste sludge using electro-osmosis[J]. Hydrogeology & Engineering Geology, 2025, 52(1): 141-148. doi: 10.16030/j.cnki.issn.1000-3665.202311003
Citation: TAO Yanli, YU Zeyi, ZHU Jianfeng, GONG Xiaonan, ZHOU Jian, LI Kaiqiang. Experimental study of the strengthening efficiency of engineering waste sludge using electro-osmosis[J]. Hydrogeology & Engineering Geology, 2025, 52(1): 141-148. doi: 10.16030/j.cnki.issn.1000-3665.202311003

电渗作用下工程废泥加固效率试验研究

  • 基金项目: 国家自然科学基金项目(52078455;52378378);浙江省自然科学基金项目(LTGS23E080002;LGG22E090002);浙江科技学院基础科研专项基金项目(2023JLZD0003);ZUST研究生教学改革计划(2022yjsjg02)
详细信息
    作者简介: 陶燕丽(1989—),女,博士,副教授,主要从事地基处理及环境岩土工程研究。E-mail:tmgctyl@163.com
  • 中图分类号: TU441

Experimental study of the strengthening efficiency of engineering waste sludge using electro-osmosis

  • 目前城市化进程的加剧产生了大量的工程废泥,亟需进行适当处理,而传统的处理方式脱水效果难以达到预期目标。电渗法由于在软基处理和污泥加固方面拥有很大的发展潜力而受到广泛关注,因此国内外专家针对快速脱水、降低初始含水率等方面开展相关研究,但对电渗效率的认识存在不足。文章基于杭州某工程废泥,分别采用金属电极和惰性电极,在不同电源电压下开展试验研究,从总能耗、有效能耗和电极损耗3个方面对电渗加固效率进行探讨,根据试验结果和电渗理论模型对有效能耗系数与有效电压的关系进行了分析。结果表明:总能耗和有效能耗随电压增大而增大,且电压越大,总能耗和有效能耗的增加幅度也越大;总电渗效率和有效电渗效率随电源电压增大而降低;电极材料类型对总电渗效率影响较小,对有效电渗效率的影响通过有效电压间接实现,这是因为阳极板存在不同程度的损耗,降低了有效电渗效率;有效能耗系数与有效电压之间近似线性相关;低电压阻碍电渗效果的发挥,高电压不利于电渗效率的发展,实际工程中,应综合考虑电渗效果和效率选取适当电源电压值。基于试验结果可以有效减少电渗能耗,为电渗技术在实际工程的进一步推广应用提供科学依据。

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  • 图 1  主体装置示意图

    Figure 1. 

    图 2  试验流程图

    Figure 2. 

    图 3  电渗中总能耗变化情况

    Figure 3. 

    图 4  电渗中总能耗系数变化情况

    Figure 4. 

    图 5  电渗中有效能耗变化情况

    Figure 5. 

    图 6  电渗中有效能耗系数的发展

    Figure 6. 

    图 7  有效能耗系数与有效电压的关系

    Figure 7. 

    图 8  电极材料的损耗

    Figure 8. 

    图 9  Helmholtz - Smoluchowski模型示意图

    Figure 9. 

    表 1  原状土样基本工程指标

    Table 1.  Engineering parameters of the original soil

    土样 密度/(g·cm−3 含水率/% 比重 孔隙比 液限/% 塑限/% 压缩系数/MPa−1 颗粒组成/%
    砂粒 粉粒 黏粒
    淤泥 1.58 58.3 2.75 1.76 45.4 24.0 1.55 7 32 61
    下载: 导出CSV

    表 2  试验条件汇总表

    Table 2.  Summary of the experimental conditions

    试验编号 电极材料 初始含水率/% 电源电压/V 试验时间/h
    T1 T1.1 106.2 30 29
    T1.2 106.5
    T2 T2.1 95.0 15 29
    T2.2 92.6
    T3 T3.1 95.4 10 29
    T3.2 95.3
    下载: 导出CSV
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出版历程
收稿日期:  2023-11-02
修回日期:  2024-03-27
刊出日期:  2025-01-15

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