raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (6): 71-77.DOI: 10.11988/ckyyb.20240389

• 水环境与水生态 • 上一篇    下一篇

不同离子强度下饱和多孔介质中多分散颗粒沉积特征

邹志科1(), 余蕾1, 李亚龙1(), 牛书瑶2, 乔伟1, 边久3   

  1. 1 raybet体育在线 农业水利研究所,武汉 430010
    2 河海大学 水文水资源学院,南京 210098
    3 林周县水利局,拉萨 851600
  • 收稿日期:2024-04-16 修回日期:2024-07-11 出版日期:2025-06-01 发布日期:2025-06-01
  • 通信作者:
    李亚龙(1976-),男,河北保定人,正高级工程师,博士,研究方向为农村水利。E-mail:
  • 作者简介:

    邹志科(1990-),男,湖北汉川人,高级工程师,博士,研究方向为地下水流数值模拟。E-mail:

  • 基金资助:
    国家自然科学基金青年项目(42202276); 武汉市知识创新专项曙光计划项目(2022020801020243); 武汉市知识创新专项曙光计划项目(CKSD2022363/NY); 安徽省自然科学基金项目水科学联合基金项目(2208085US10)

Deposition Characteristics of Polydisperse Particles in Saturated Porous Media under Different Ionic Strengths

ZOU Zhi-ke1(), YU Lei1, LI Ya-long1(), NIU Shu-yao2, QIAO Wei1, BIAN Jiu3   

  1. 1 Agricultural Water Conservancy Department,Changjiang River Scientific Research Institute, Wuhan 430010, China
    2 College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China
    3 Linzhou County Water Resources Bureau, Lhasa 851600, China
  • Received:2024-04-16 Revised:2024-07-11 Published:2025-06-01 Online:2025-06-01

摘要:

多分散颗粒在自然环境中广泛存在,精确预测不利条件下(颗粒-介质表面存在排斥力)多分散颗粒在饱和介质中的运移和沉积至关重要。开展了不同离子强度条件下(1、6、20、200 mM)多分散颗粒(0.375~18.863 μm)人工回灌一维砂柱定流量试验,探索不同离子强度(不利条件和有利条件)下多分散颗粒的沉积特征,耦合不利条件下胶体吸附效率模型与多分散颗粒沉积模型,建立不利条件下多分散颗粒沉积模型,并进行相应的数值模拟。物理试验和数值模拟结果表明:相比有利条件,不利条件下微观尺度多分散颗粒的捕获概率因存在能量势垒而减小了8.5%~67.6%,颗粒粒径越小,颗粒捕获概率的降幅越大;有利条件下颗粒的最终沉积剖面曲线呈“上陡下缓”的超指数分布,沉积总量随离子强度的增加而增加,在砂柱上部的沉积总量为16.7%~24.6%,离子强度的降低加剧了沉积剖面“上陡下缓”的非均等分布。

关键词: 多分散颗粒, 沉积特征, 离子强度, 数值模拟, 能量势垒, 吸附效率, 超指数分布

Abstract:

[Objectives] Polydisperse particles are widely present in natural environments. Accurately predicting the transport and deposition of polydisperse particles in saturated media under unfavorable conditions (where repulsive forces exist between particle and medium surfaces) is crucial. [Methods] A series of constant-flow one-dimensional sand column experiments with artificial recharge were conducted using polydisperse particles (0.375-18.863 μm) under different ionic strength conditions (1, 6, 20, and 200 mM). Deposition characteristics of polydisperse particles under different ionic strengths (unfavorable and favorable conditions) were investigated. By coupling the colloid attachment efficiency model under unfavorable conditions with the polydisperse particle deposition model, a deposition model for polydisperse particles under unfavorable conditions was established, and corresponding numerical simulations were performed. [Results] Both physical experiments and numerical simulations showed that under favorable conditions, the capture probability of polydisperse particles exhibited a non-monotonic V-shaped characteristic of first decreasing and then increasing with particle size due to uneven micro-force distribution. Compared with favorable conditions, the repulsive double-layer force between polydisperse particles and the medium surface under unfavorable conditions formed an energy barrier, leading to an 8.5%-67.6% reduction in capture probability. The smaller the particle size, the greater the reduction in particle capture probability. Under favorable conditions, the final deposition profile curve of particles exhibited a hyper-exponential distribution with “upper-steep, lower-gentle”. The total deposition amount increased with increasing ionic strength, with 16.7%-24.6% of the total deposition occurring in the upper part of the sand column. A decrease in ionic strength exacerbated the uneven “upper-steep, lower-gentle” distribution of the deposition profile. [Conclusions] The research results not only further reveal the transport and deposition characteristics of polydisperse particles under natural unfavorable conditions, but also provide a scientific basis for effective watershed water quality management.

Key words: polydisperse particles, deposition characteristics, ionic strength, numerical simulation, energy barrier, attachment efficiency, hyper-exponential distribution

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