一种胶体颗粒渐进堵塞引发介质渗透性衰减的模拟方法

By constructing a three-dimensional thin-section model of porous media based on real core slices and a fluid-solid coupling mathematical model, the progressive clogging process of colloidal particles in porous media is accurately simulated. This solves the problem of inaccurate simulation in existing technologies, realizes quantitative correlation between micro and macro levels, and provides technical support for clogging prevention and control.

CN122174591BActive Publication Date: 2026-07-17CHINA UNIV OF MINING & TECH

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA UNIV OF MINING & TECH
Filing Date
2026-05-12
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies are insufficient to accurately simulate the gradual clogging process of colloidal particles in porous media and the decay law of media permeability, thus failing to provide effective clogging prevention and control technology support for projects such as groundwater recharge and geothermal extraction.

Method used

A three-dimensional thin-section model of porous media based on real core slices was constructed. A fluid-solid coupling mathematical model was established using the fluid dynamics-discrete element coupling method to describe in detail the movement and deposition process of colloidal particles. The permeability evolution law was fitted by combining the modified KC mathematical model to realize the quantitative correlation between the micro-blocking process and the macro-permeability.

Benefits of technology

It accurately simulates the dynamic migration and clogging process of colloidal particles in pores, reveals the intrinsic mechanism of permeability decay, and provides scientific support for the design of clogging prevention and control schemes and parameter optimization. It is applicable to geotechnical engineering such as groundwater reinjection, geothermal extraction and contaminated site remediation.

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Abstract

本发明属于岩土工程技术领域,具体公开了一种胶体颗粒渐进堵塞引发介质渗透性衰减的模拟方法。所述方法基于岩心切片SEM图像构建多孔介质三维薄片模型并计算初始孔隙率和比表面积;采用流体力学‑离散元耦合方法构建流‑固耦合模型并考虑胶体颗粒与流体相互影响;基于Hertz‑Mindlin接触模型与线性粘聚模型给出胶体颗粒受力计算方法;设定模型条件及不同流速、注入速率和胶体颗粒直径的参数组合并进行多组算例模拟;根据模拟结果采用双曲函数与修正KC模型拟合渗透率与孔隙率演化,建立渗透率随胶体颗粒保留量的演化关系。本发明实现孔隙尺度下胶体颗粒的迁移‑沉积‑堵塞直接模拟,能精准捕捉渐进堵塞过程中介质渗透率突变趋势。
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