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基于裂隙网络几何特征参数的岩体溶质传输过程预测模型研究

佴宇鏖 周佳庆 李长冬 郭利国 甘馥硕 朱寅斌

岩土工程学报2025,Vol.47Issue(8):1641-1652,12.
岩土工程学报2025,Vol.47Issue(8):1641-1652,12.DOI:10.11779/CJGE20240355

基于裂隙网络几何特征参数的岩体溶质传输过程预测模型研究

Predictive model for solute transport processes in fractured rocks based on geometric parameters of fracture network

佴宇鏖 1周佳庆 1李长冬 2郭利国 3甘馥硕 2朱寅斌2

作者信息

  • 1. 武汉大学水资源工程与调度全国重点实验室,湖北 武汉 430072||中国地质大学(武汉)工程学院,湖北 武汉 430074
  • 2. 中国地质大学(武汉)工程学院,湖北 武汉 430074
  • 3. 广东省建筑设计研究院有限公司,广东 广州 510010
  • 折叠

摘要

Abstract

The mechanisms and predictive modeling of solute transport in fractured rocks represent a frontier and hotspot in the fields of hydraulic rock mechanics and hydrogeology.They also address critical scientific challenges,including pollution remediation in fractured bedrock aquifers,safe disposal of high-level radioactive waste,efficient underground resource extraction,leakage tracing and interpretation of chemical signals associated with geohazards.The solute transport processes under various geometric characteristics of fracture network,is simulated,and the quantitative control mechanisms of fracture density,fracture discreteness and mean fracture aperture on solute transport are analyzed.The results indicate that the fracture density and mean aperture are the decisive factors in controlling solute transport,while the influences of the fracture distribution discreteness depends on the connectivity of pathways formed by specific fracture networks.Based on these findings,the parameterization formulas for key transport coefficients,hydrodynamic dispersion coefficient(D)and solute transport velocity(Vt),are developed using the dimensionless fracture density and mean aperture.These formulas are incorporated into the classical macroscopic advection-dispersion analytical solution to establish predictive model for solute transport processes based on the geometric parameters of fracture network.A comparison with the numerical results under various conditions validates the model's accuracy and reliability.The proposed model enables high-fidelity prediction of solute transport processes using only the geometric parameters of fracture network and hydrodynamic conditions.This provides critical support for low-cost,efficient predictions of solute transport in fractured rocks.The findings have significant theoretical implications for rapid assessments of subsurface pollution and efficient underground resource exploitation.Additionally,the revealed quantitative control mechanisms of fracture network geometry on solute transport establish a theoretical basis for studying the coupling between the structural evolution of rock mass and the hydrochemical signals.These insights hold potential applications in tracing rock failure states and early warning of geohazards using the hydrochemical signals.

关键词

裂隙岩体/裂隙网络/溶质传输/穿透曲线/预测模型

Key words

fractured rock/fracture network/solute transport/breakthrough curve/predictive model

分类

建筑与水利

引用本文复制引用

佴宇鏖,周佳庆,李长冬,郭利国,甘馥硕,朱寅斌..基于裂隙网络几何特征参数的岩体溶质传输过程预测模型研究[J].岩土工程学报,2025,47(8):1641-1652,12.

基金项目

国家自然科学基金面上项目(42277177) (42277177)

国家自然科学基金青年基金项目(51909247)This work was supported by the National Natural Science Foundation of China(Grant Nos.42277177,51909247). (51909247)

岩土工程学报

OA北大核心

1000-4548

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