岩土力学 ›› 2022, Vol. 43 ›› Issue (2): 337-344.doi: 10.16285/j.rsm.2021.1236

• 基础理论与实验研究 • 上一篇    下一篇

多孔介质中磷负载纳米铁运动特性的模型试验

林丹彤,胡黎明   

  1. 清华大学 水利系 水沙科学与水利水电工程国家重点实验室,北京 100084
  • 收稿日期:2021-08-06 修回日期:2021-11-26 出版日期:2022-02-11 发布日期:2022-02-22
  • 通讯作者: 胡黎明,男,1974年生,博士,教授,主要从事土力学及环境岩土工程领域的研究。E-mail: gehu@tsinghua.edu.cn E-mail: ldt16@tsinghua.org.cn
  • 作者简介:林丹彤,女,1993年生,博士,助理研究员,主要从事污染地下水修复领域的研究。
  • 基金资助:
    国家重点研发计划(No. 2020YFC1806502);国家自然科学基金(No.51979144);水沙科学与水利水电工程国家重点实验室基金(No. 2020- KY-01, No. 2021-D-03)。

Model tests on the transport behavior of phosphate-sorbed nano zero-valent iron in porous media

LIN Dan-tong, HU Li-ming   

  1. State Key Laboratory of Hydro-Science and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
  • Received:2021-08-06 Revised:2021-11-26 Online:2022-02-11 Published:2022-02-22
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2020YFC1806502), the National Natural Science Foundation of China (51979144) and the Foundation of State Key Laboratory of Hydro-Science and Engineering (2020-KY-01, 2021-D-03).

摘要: 纳米零价铁在多孔介质中的运动能力影响其作为污染地下水修复材料的应用潜力。已有研究多采用一维柱试验研究纳米零价铁的运动行为,对于其二维运动行为的报道有限。自主研发了模拟多孔介质中纳米颗粒运动的模型试验系统,采用细、中、粗3种不同粒径的玻璃珠模拟土体,通过取样测量和图像分析等方法获得了磷负载纳米铁在多孔介质中的运动行为。一维柱试验结果表明磷负载纳米铁在中玻璃珠和粗玻璃珠中均有一定的运动能力,其液相回收率分别为50.3%和41.0%,而在细玻璃珠中运动能力较差;二维模型试验表明磷负载纳米铁在中玻璃珠中的滞留量随距离逐渐降低,而在粗玻璃珠中则呈现出滞留量随距离先升高后降低的趋势。由模型试验结果分析可知,磷负载纳米铁的运动和滞留过程与多孔介质孔隙结构和流速密切相关,颗粒阻塞与表面沉积等不同物理过程的共同作用导致了其在不同粒径多孔介质中运动特性的差异。研究成果可用于评估磷负载纳米铁的运动能力及分析其在多孔介质中的运移和滞留机制,为纳米零价铁技术的工程应用和环境风险评价提供参考依据。

关键词: 磷负载纳米铁, 多孔介质, 运移, 滞留, 模型试验

Abstract: The mobility of nano zero-valent iron (nZVI) will greatly affect its potential application as a remediation material for polluted groundwater. One-dimensional (1D) column tests are commonly used in previous works to study the transport behavior of nZVI. However, the reports about the two-dimensional (2D) transport behavior of nZVI are still very limited. In this study, model test systems were developed to simulate the transport and retention of nanoparticles in porous media. Glass beads of different sizes (fine, medium and coarse) were used to simulate the porous media. The motion behavior of phosphate-sorbed nZVI (PS-nZVI) in porous media was obtained by sampling and image analysis. Results of 1D column tests show that PS-nZVI has certain mobility in medium and coarse glass beads with liquid-phase recoveries equal to 50.3% and 41.0%, but has poor mobility in fine glass beads. Results of 2D model tests show that the retention of PS-nZVI in medium glass beads decreases with the distance, while the retention in coarse glass beads increases first and then decreases with the distance. Results show that the transport and retention process of PS-nZVI is affected by both the particle size of porous media and the flow velocity. The combined influence of clogging and surface deposition leads to the different transport and retention behaviors of PS-nZVI in glass beads of different sizes. The results of this study can be used to evaluate the mobility of PS-nZVI and analyze its retention mechanism in porous media, and provide a reference for engineering application and environmental risk assessment of nZVI technology.

Key words: phosphate-sorbed nano zero-valent iron (PS-nZVI), porous media, transport, retention, model test

中图分类号: TU 411
[1] 来志强, 白盛元, 陈林, 邹维列, 徐书岭, 赵连军, . 环式管袋堆场蓄淤脱水特性试验研究[J]. 岩土力学, 2025, 46(9): 2805-2815.
[2] 黄大维, 卢文剑, 罗文俊, 余珏, . 盾构隧道同步注浆对砂土地层竖向位移与周围土压力影响试验研究[J]. 岩土力学, 2025, 46(9): 2837-2846.
[3] 王邺, 王述红, 张泽, 韩博文, 杨润生, . 裂隙及水幕影响下的水封洞库油品运移范围研究[J]. 岩土力学, 2025, 46(9): 2907-2928.
[4] 宋伟涛, 张佩, 杜修力, 林庆涛, . 土性对浅埋盾构隧道施工地层响应影响研究[J]. 岩土力学, 2025, 46(7): 2179-2188.
[5] 吴婷, 杨志兵, 胡冉, 陈益峰, . 细颗粒运移与孔隙堵塞对两相渗流特性的影响[J]. 岩土力学, 2025, 46(6): 1755-1764.
[6] 梁庆国, 李景, 张崇辉, 刘彤彤, 孙志涛, . 基底均匀膨胀作用下黄土−泥岩复合地层隧道衬砌力学响应研究[J]. 岩土力学, 2025, 46(6): 1811-1824.
[7] 杨柏, 覃超, 张银海, 王威, 肖世国, . 下伏溶洞的高嵌岩比基桩承载特性模型试验[J]. 岩土力学, 2025, 46(6): 1839-1850.
[8] 刘红帅, 杨健生, 宋东松, 孙强强, . 近场脉冲和非脉冲地震动作用下干砂场地响应的离心振动台模型试验研究[J]. 岩土力学, 2025, 46(5): 1429-1441.
[9] 石湛, 章铁军, 李美香, 陶司记, 伯音, 李云波, . 泥水平衡盾构仓内水平冻结温度场的模型试验[J]. 岩土力学, 2025, 46(5): 1534-1544.
[10] 柴红涛, 文松霖, . 组合荷载作用下桩基承载力屈服包络线特性离心模型试验研究[J]. 岩土力学, 2025, 46(5): 1556-1562.
[11] 任一青, 陈保国, 任国卿, 杨振忠, 徐方. 涵顶-涵侧减载条件下高填方箱涵施工期受力特性[J]. 岩土力学, 2025, 46(4): 1153-1162.
[12] 裴媛媛, 龙建辉, 郭师苡, 安成纪, 翁杭雨, 张吉宁, . 不同荷载作用下折角式加筋土挡墙应力-应变特征模型试验研究[J]. 岩土力学, 2025, 46(2): 539-550.
[13] 郭旭辉, 朱鸿鹄, 吴冰, 高宇新, 胡乐乐, 曹鼎峰, . 基于人工神经网络的黄土含水率光纤被动感测技术研究[J]. 岩土力学, 2025, 46(2): 653-664.
[14] 吴学震, 夏亚歆, 李大勇, 游先辉, 单宁康, 肖贞科, 陈祥, . 新型劲性水泥土组合桩内界面抗剪强度试验研究[J]. 岩土力学, 2025, 46(2): 467-478.
[15] 王兵, 胡小波, 孔楠楠. 真空联合电渗加固超细颗粒疏浚土试验研究[J]. 岩土力学, 2025, 46(11): 3523-3533.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!