岩土力学 ›› 2021, Vol. 42 ›› Issue (12): 3428-3439.doi: 10.16285/j.rsm.2021.1319

• 数值分析 • 上一篇    下一篇

准三维有限元模型在多层地基区域渗流中 的扩展与适宜性分析

梅锦玲1, 2,曹洪1, 2,骆冠勇1, 2,潘泓1, 2   

  1. 1. 华南理工大学 土木与交通学院,广东 广州 510640;2. 华南理工大学 亚热带建筑科学国家重点实验室,广东 广州 510640
  • 收稿日期:2021-08-11 修回日期:2021-09-25 出版日期:2021-12-13 发布日期:2021-12-14
  • 通讯作者: 潘泓,男,1967年生,博士,教授,主要从事岩土方法的教学与研究工作。E-mail: hpan@scut.edu.cn E-mail: jinlingmei@163.com
  • 作者简介:梅锦玲,女,1989年生,博士研究生,主要从事渗流及岩土工程方面的研究工作。
  • 基金资助:
    国家自然科学基金(No.51978282);广东省自然科学基金(No.2018A030313383,No.2020A1515010583)

Extension and applicability analysis of a quasi-three-dimensional finite element model to simulate regional groundwater flow problems in multi-layered subsoils

MEI Jin-ling1, 2, CAO Hong1, 2, LUO Guan-yong1, 2, PAN Hong1, 2   

  1. 1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong 510640, China; 2. The State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, Guangdong 510640, China
  • Received:2021-08-11 Revised:2021-09-25 Online:2021-12-13 Published:2021-12-14
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51978282) and the Natural Science Foundation of Guangdong Province (2018A030313383, 2020A1515010583).

摘要: 在多层地基区域地下水流动的数值模拟中,假设地下水在强透水层内为水平流动、在弱透水层内为垂向流动的传统准三维方法计算效率高,但多适用于强弱透水层隔层分布的多层情况,不利于推广。对准三维计算理论进行扩展以适用于一般的多层情况,推导了各层土层内以平均水头为控制变量、且考虑上下界面入渗的平面二维流动控制方程,利用界面处的流速连续条件耦合各层控制方程,并在各土层内对平均水头与上下界面水头进行二次插值获取水头分布的垂向变化。基于扩展的计算理论建立相应的准三维有限元模型,各土层内划分相同的水平面二维网格,并在各节点处建立流量平衡关系。经算例验证,扩展后的准三维方法打破了传统方法的局限,允许各土层的水平和垂向流动同时得到合理的模拟,具有更高的精度和通用性,并且保持了计算效率的优势。由于方便求解自由面问题和处理地下结构奇异问题,且可以获取较高精度的三维水头分布结果,该方法在分析多层地基区域地下水流动问题中可以成为一个高效和有竞争力的方案。

关键词: 渗流, 数值模拟, 多层地基, 区域地下水流动, 准三维模型

Abstract: The conventional quasi-three-dimensional technique has a high efficiency in the simulation of regional groundwater flow in multilayered subsoils, with the assumption that groundwater flow is essentially horizontal in the aquifers and vertical in the aquitards. This assumption requires a two orders of magnitude permeability contrast between the adjacent soils, which is not conducive to a wide application of the conventional technique. In this study, calculation theory is extended to be applied to regional groundwater flow in general multi-layered subsoils. Firstly, the partial differential equation governing two-dimensional horizontal flow in each soil is derived with the average hydraulic head as the main variable and considering the infiltration at the upper and lower interfaces. The velocity continuity conditions at the soil interfaces provide the coupling condition among the soils. Then, the vertical variation of the hydraulic head in individual soil is obtained by quadratic interpolation between the average head and the head at the upper and lower interfaces. A quasi-three-dimensional finite element model is presented based on the extended calculation theory. Each soil is discretized with the same two-dimensional horizontal grids, and the fluid mass balance is established at each node. The extended quasi-three-dimensional technique has a higher accuracy and greater applicability, as it can overcome the limitations of the conventional technique, and simultaneously get a reasonable simulation of the horizontal and vertical flow in each layer without sacrificing the calculation efficiency. The extended technique provides an efficient and competitive scheme to simulate regional groundwater flow in multilayered subsoils, because it is convenient to solve free surface problems and deal with singular problems of underground structures, and compute a high-precision three-dimensional representation of the hydraulic head distribution.

Key words: seepage, numerical simulation, multilayered subsoils, regional groundwater flow, quasi-three-dimensional model

中图分类号: TU 46
[1] 孙志亮, 邵敏, 王叶晨梓, 刘忠, 任伟中, 柏巍, 李朋, . 管道破损诱发地面沉降细观模拟与影响因素分析[J]. 岩土力学, 2025, 46(S1): 507-518.
[2] 江文豪, 王浩, 廖光志, 陈滨华, . 时变降雨场景下双层非饱和土中水分一维瞬态渗流解析解[J]. 岩土力学, 2025, 46(9): 2721-2737.
[3] 王昕琪, 冯子军, 陈正男, 高祺, 阴伟涛, 靳佩桦, 李玉彬, . 超临界水作用下花岗岩裂隙渗流特性演化规律研究[J]. 岩土力学, 2025, 46(9): 2847-2858.
[4] 靳贵晓, 林劭聪, 姜启武, 黄明, 李熹, . 基于Kozeny-Carman方程的酶诱导碳酸钙沉淀固化砂土的渗流数学模型[J]. 岩土力学, 2025, 46(8): 2376-2386.
[5] 吴兵, 盛建龙, 叶祖洋, 周新, . 单裂隙岩体非线性渗流-法向应力耦合模型研究[J]. 岩土力学, 2025, 46(8): 2495-2504.
[6] 张奇, 王驹, 刘江峰, 曹胜飞, 谢敬礼, 成建峰, . 热-水-力多场耦合下高放废物处置库核心处置单元间距设计研究[J]. 岩土力学, 2025, 46(8): 2626-2638.
[7] 张海燕, 胡新丽, 李亚博. 周期性渗流-应力耦合下滑带土的蠕变特性试验研究[J]. 岩土力学, 2025, 46(7): 2189-2198.
[8] 任旺, 苗君, 雷万钧, 王络, 陈益峰, . 混凝土坝坝基立体排水的数值模拟与优化设计[J]. 岩土力学, 2025, 46(7): 2281-2295.
[9] 朱先祥, 张琦, 马俊鹏, 王永军, 孟凡贞, . 浆−水置换效应下含水砂层渗透注浆扩散机制[J]. 岩土力学, 2025, 46(6): 1957-1966.
[10] 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.
[11] 刘杰, 钟伦伟, 钟振, 张宪尚, 隆清明, 应鹏, . 恒定法向刚度边界条件下受剪岩石裂隙非线性渗流特性的数值模拟研究[J]. 岩土力学, 2025, 46(6): 1919-1933.
[12] 杨明云, 陈川, 赖莹, 陈云敏. 串联锚在黏土中的三向受荷承载力分析[J]. 岩土力学, 2025, 46(2): 582-590.
[13] 邓汉鑫, 武东生, 王晓光, 王东坡. 非均质孔隙介质中循环驱替对两相渗流及毛细捕获的影响[J]. 岩土力学, 2025, 46(2): 505-514.
[14] 王浩, 侯泓冰, 江文豪, . 考虑根系对水文特性影响下非饱和植被土中水分一维瞬态渗流解析解[J]. 岩土力学, 2025, 46(11): 3329-3345.
[15] 张仁君, 肖碧, 杨志兵, 郑小康, 胡冉, 陈益峰. 裂隙介质中毛细黏聚作用影响颗粒运移-堵塞机制研究[J]. 岩土力学, 2025, 46(11): 3473-3484.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!