离散裂隙网络模型,等效连续介质模型,哈尔克山,离散裂隙-等效连续介质耦合模拟,水文地质 ," /> 离散裂隙网络模型,等效连续介质模型,哈尔克山,离散裂隙-等效连续介质耦合模拟,水文地质 ,"/> discrete fracture network model,equivalent continuous medium model,Halk Mountain,discrete fracture-equivalent continuous medium coupled simulation,hydrogeology ,"/> <p class="pf0"> <span class="cf0">基于离散裂隙-等效连续介质耦合模型的</span>哈尔克山裂隙网络模拟

吉林大学学报(地球科学版) ›› 2025, Vol. 55 ›› Issue (4): 1256-1268.doi: 10.13278/j.cnki.jjuese.20240011

• 地质工程与环境工程 • 上一篇    下一篇

基于离散裂隙-等效连续介质耦合模型的哈尔克山裂隙网络模拟

漆琳靖1,王泽清2,那金1,岑畅1,马军3   

  1. 1. 长江大学资源与环境学院,武汉 430100

    2. 中国地质大学(武汉)环境学院,武汉 430078

    3. 新疆水利水电勘测设计研究院有限责任公司地质勘查分院,乌鲁木齐 830000

  • 收稿日期:2024-01-21 出版日期:2025-07-26 发布日期:2025-08-05
  • 通讯作者: 马军(1983—),男,教授级高级工程师,主要从事水文地质和工程地质方面的研究,E-mail:935138457@qq.com
  • 作者简介:漆琳靖(2000—),男,硕士研究生,主要从事水文地质和二氧化碳地质封存方面的研究,E-mail:qlj0612@163.com
  • 基金资助:

    国家自然基金联合基金重点支持项目(U24A20596)

Fracture Network Simulation of Halk Mountain Based on Discrete Fracture-Equivalent Continuous Medium Coupled Model

Qi Linjing1, Wang Zeqing2, Na Jin1, Cen Chang1, Ma Jun3   

  1. 1. College of Resources and Environment, Yangtze University, Wuhan 430100, China

    2. School of Environmental Studies, China University of Geosciences, Wuhan 430078, China

    3. Geological Exploration Branch of Xinjiang Water Resources and Hydropower Survey Design Research Institute Co., Ltd.,

    Urumqi 830000, China

  • Received:2024-01-21 Online:2025-07-26 Published:2025-08-05
  • Supported by:

    the Joint Funds of the National Natural Science Foundation of China (U24A20596)

摘要: 哈尔克山位于天山北部,复杂的地质结构和强烈的地形切割导致该地区断裂发达,河谷裂隙发育。哈尔克山地区对天山北麓整体水资源及生态环境有重要影响,为了对其进行地下水渗透能力评价研究,探讨该区域基岩裂隙渗透特征,基于离散裂隙网络模型(DFN)与等效连续介质模型(ECM)的理论基础,提出一种离散裂隙-等效连续介质耦合模拟方法。首先,基于研究区水文地质背景,结合其天然裂隙网络特征,开展区域裂隙空间特征分析;然后,根据天然裂隙网络特征开展离散裂隙网络模拟,构建符合实际区域地质条件的离散裂隙网络模型;最后,基于等效介质模型理论,耦合裂隙与地质单元体,计算裂隙网络等效渗透率。结果表明:研究区裂隙受哈尔克山断裂构造影响,整体走向呈NWW向和NEE向;区域裂隙隙宽服从对数正态分布,裂隙在空间分布上服从Fisher分布;裂隙等效半径为312.9~780.6 m,隙宽为1.43~25.19 mm,渗透率为2.3~66.7 mD,裂隙密度为0.10~5.25 m-1;等效渗透率xx方向为0.050~1.877 mD,yy方向为0.050~1.947 mD,zz方向为0.100~2.825 mD,整体区域渗透率均小于3 mD;哈尔克山地区基岩裂隙网络渗透率较低,断裂带及河谷裂隙发育带是山区地下水的主要运移通道。将模拟结果同前期开展的水文地质试验结果对比,二者数值较为相近,证明离散裂隙-等效连续介质耦合模拟方法的可靠性。

关键词: 离散裂隙网络模型')">

离散裂隙网络模型, 等效连续介质模型, 哈尔克山, 离散裂隙-等效连续介质耦合模拟, 水文地质

Abstract:

Halk Mountains are situated in the northern Tianshan range. Their complex geological structure and intense topographic dissection have resulted in well-developed fractures and well-developed fissures within river valleys. This area significantly impacts the overall water resources and ecological environment of the northern Tianshan piedmont. To evaluate groundwater infiltration capacity in this region and explore the permeability characteristics of bedrock fractures in Halk Mountains area, this study proposes a coupled simulation method of discrete fracture-equivalent continuous medium based on the theoretical foundations of discrete fracture network (DFN) model and equivalent continuous medium (ECM) model. Firstly it analyzes the spatial characteristics of regional fissures by integrating the hydrogeological background and natural fissure network characteristics, then performs discrete fissure network simulation according to the natural fissure network characteristics to establish a discrete fissure network model consistent with the regional actual geological conditions, and finally achieves fissure-geological unit coupling based on the equivalent medium model theory to calculate the equivalent permeability of the fissure network. The results indicate that: Fractures in the study area are influenced by Halk Mountain fault structure, with an overall strike predominantly NWW and NEE; The fissure widths follow a log-normal distribution, and the spatial distribution of fissures adheres to a Fisher distribution; The equivalent radius of the fissures ranges from 312.9-780.6 m, the fissure width spans 1.43-25.19 mm, the permeability varies from 2.3-66.7 mD, and the fissure density ranges from 0.10-5.25 m-1; The equivalent permeability values are 0.050-1.877 mD in the xx direction, 0.050-1.947 mD in the yy direction, and 0.100-2.825 mD in the zz direction, with the permeability of the entire region being less than 3 mD. The bedrock fissure network in Halk Mountains area exhibits relatively low permeability, with fault zones and river valley fissure development zones serving as the primary pathways for groundwater flow in the mountainous region. Comparing the simulation results with previously conducted hydrogeological test results shows good agreement, validating the reliability of the coupled discrete fracture-equivalent continuum simulation method.

Key words: discrete fracture network model')">

discrete fracture network model, equivalent continuous medium model, Halk Mountain')">Halk Mountain, discrete fracture-equivalent continuous medium coupled simulation, hydrogeology

中图分类号: 

  • TU45
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 尤敏鑫,刘建民. 同位素地球化学在峨眉山大火成岩省研究中的应用现状与进展[J]. 吉林大学学报(地球科学版), 2014, 44(4): 1231 -1243 .
[2] 杨春梅, 李洪奇,陆大卫,张方礼,高 原,邵英超. 不同驱替方式下岩石电阻率与饱和度的关系[J]. J4, 2005, 35(05): 667 -671 .
[3] 祝洪臣,张炯飞,权 恒. 大兴安岭中生代两期成岩成矿作用的元素、同位素特征及其形成环境[J]. J4, 2005, 35(04): 436 -0442 .
[4] 朱建伟, 赵刚, 刘博, 郭巍, 成俊. 油页岩测井识别技术及应用[J]. J4, 2012, 42(2): 289 -295 .
[5] 陈力,梁海安,张文娟,荣帆. 模糊数学方法在城市工程地质环境区划中的应用--以抚顺市城区为例[J]. J4, 2008, 38(5): 837 -0840 .
[6] 高桂梅,苏 克,王文颖,甘树才,刘招君. 吉林省桦甸油页岩中稀土元素和微量元素的研究[J]. J4, 2006, 36(6): 974 -0979 .
[7] 吴孔运,蒋忠诚,叶 晔. 不同植物群落对灰岩试块溶蚀速率的影响[J]. J4, 2007, 37(5): 967 -0971 .
[8] 周彦章,迟宝明,刘中培. 山东夏甸金矿床充水机理构造控制模式[J]. J4, 2008, 38(2): 255 -0260 .
[9] 张渊,刘连登,孙景贵,陈国华,张洪喜,闫复传,杨开春. 胶东西北部黄埠岭金矿床两期次叠加成矿[J]. J4, 2008, 38(1): 21 -0026 .
[10] 鲁程鹏, 束龙仓, 苑利波, 张蓉蓉, 黄币娟, 王彬彬. 基于示踪试验求解岩溶含水层水文地质参数[J]. J4, 2009, 39(4): 717 -721 .