大尺寸三维电动-水力渗透协同固结淤泥能耗特性

郑若璇, 孙秀丽, 王渝, 金勋, 郁秦杰, 刘文化. 大尺寸三维电动-水力渗透协同固结淤泥能耗特性[J]. 水文地质工程地质, 2023, 50(1): 69-77. doi: 10.16030/j.cnki.issn.1000-3665.202112040
引用本文: 郑若璇, 孙秀丽, 王渝, 金勋, 郁秦杰, 刘文化. 大尺寸三维电动-水力渗透协同固结淤泥能耗特性[J]. 水文地质工程地质, 2023, 50(1): 69-77. doi: 10.16030/j.cnki.issn.1000-3665.202112040
ZHENG Ruoxuan, SUN Xiuli, WANG Yu, JIN Xun, YU Qinjie, LIU Wenhua. Energy consumption in a large- scale 3D electro-osmosis-hydraulic synergism system for sludge consolidation[J]. Hydrogeology & Engineering Geology, 2023, 50(1): 69-77. doi: 10.16030/j.cnki.issn.1000-3665.202112040
Citation: ZHENG Ruoxuan, SUN Xiuli, WANG Yu, JIN Xun, YU Qinjie, LIU Wenhua. Energy consumption in a large- scale 3D electro-osmosis-hydraulic synergism system for sludge consolidation[J]. Hydrogeology & Engineering Geology, 2023, 50(1): 69-77. doi: 10.16030/j.cnki.issn.1000-3665.202112040

大尺寸三维电动-水力渗透协同固结淤泥能耗特性

  • 基金项目: 国家自然科学基金项目(51609102;51709129)
详细信息
    作者简介: 郑若璇(1997-),女,硕士研究生,主要从事电渗固结软土研究。E-mail:479961260@qq.com
    通讯作者: 孙秀丽(1976-),女,博士,副教授,主要研究环境岩土工程与科研教学工作。E-mail:sunxiuli@jiangnan.edu.cn
  • 中图分类号: P642.11;TU411

Energy consumption in a large- scale 3D electro-osmosis-hydraulic synergism system for sludge consolidation

More Information
  • 为解决目前电渗应用的高能耗困境及大尺寸模拟困难等问题,提出针对低渗透性、高含水率土体的电动-水力渗流协同作用的三维固结方法。自行研制了一套阴极-集水-排水协同作用的多功能集排水系统,采用间歇式抽水代替连续抽水。采用三维电动-水力渗流固结系统对取自贡湖湾湿地和白旄堆场的2种不同太湖底泥进行了电渗试验研究,同时对白旄堆场太湖底泥进行了传统一维电渗固结试验,并对2种试验条件下的单位体积排水能耗和单位体积单位排水量能耗等关键指标进行了对比。结果表明:三维集水井设计可大大降低土体阴极附近电阻,间断性提高系统电流,提高排水效率,降低电渗总能耗;间歇式抽水可间歇性降低系统内总电流,利用电动-水力协同作用,保持系统渗流的连续性;三维电动-水力渗流固结系统的电流呈周期性减小—增大模式,并且降低速率较慢,尤其对于有机质含量较高的土体,电渗过程电流始终保持在一个较高的水平,提高了排水固结效率。三维电动-水力渗流固结系统的单位体积排水能耗和单位体积单位排水量能耗分别约为一维电渗系统的2/3和1/30。在高含水量软土固结排水中具有显著的节能效果。三维电动-水力渗流固结系统可以提高排水固结效率、大幅度降低能耗,为实际工程应用提供了可靠的理论、设计依据和数据支持,具有很好的推广价值。

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  • 图 1  三维电动-水力渗流固结装置示意图

    Figure 1. 

    图 2  一维试验装置示意图

    Figure 2. 

    图 3  三维渗流示意图

    Figure 3. 

    图 4  传统一维渗流示意图

    Figure 4. 

    图 5  电渗过程中电流值

    Figure 5. 

    图 6  电渗过程中排水量和总能耗

    Figure 6. 

    图 7  S1、C1工况抽水点能耗变化示意图(以S1为例)

    Figure 7. 

    图 8  S1、C1和C2的EvEdv

    Figure 8. 

    表 1  试验所用土体采集地点及物理性质

    Table 1.  Sampling location and physical properties of soil used in the test

    编号采集地点液限/%塑限/%
    1号太湖底泥贡湖湾湿地51.016.5
    2号太湖底泥太湖白旄堆场44..023.0
    下载: 导出CSV

    表 2  试验条件

    Table 2.  Test conditions

    工况试验土样试验装置土样尺寸试验
    电压/V
    初始含
    水率/%
    S11号太湖底泥三维电渗装置50 cm×50 cm×25 cm3055.0
    C12号太湖底泥三维电渗装置50 cm×50 cm×25 cm3055.0
    C22号太湖底泥一维电渗装置20 cm×10 cm×10 cm3055.0
    下载: 导出CSV
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出版历程
收稿日期:  2021-12-20
修回日期:  2022-01-04
刊出日期:  2023-01-15

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