留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

考虑表皮效应的径向溶质迁移模型以及半解析解

文章 李旭

文章, 李旭. 考虑表皮效应的径向溶质迁移模型以及半解析解[J]. 地质科技通报, 2020, 39(1): 60-66. doi: 10.19509/j.cnki.dzkq.2020.0107
引用本文: 文章, 李旭. 考虑表皮效应的径向溶质迁移模型以及半解析解[J]. 地质科技通报, 2020, 39(1): 60-66. doi: 10.19509/j.cnki.dzkq.2020.0107
Wen Zhang, Li Xu. Semi-analytical solution for radial solute transport model with skin effect[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 60-66. doi: 10.19509/j.cnki.dzkq.2020.0107
Citation: Wen Zhang, Li Xu. Semi-analytical solution for radial solute transport model with skin effect[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 60-66. doi: 10.19509/j.cnki.dzkq.2020.0107

考虑表皮效应的径向溶质迁移模型以及半解析解

doi: 10.19509/j.cnki.dzkq.2020.0107
基金项目: 

国家自然科学基金项目 41772259

国家自然科学基金项目 41830862

详细信息
    作者简介:

    文章(1982-), 男, 教授, 博士生导师, 主要从事地下水流及溶质运移数值模拟工作。E-mail:wenz@cug.edu.cn

  • 中图分类号: X143

Semi-analytical solution for radial solute transport model with skin effect

  • 摘要: 径向示踪试验是一种非常有效的获取含水层弥散参数的试验方法,但传统径向示踪试验很少考虑抽水井附近的表皮效应(由于钻井施工工艺所导致抽水井附近一定区域水力性质发生变化)。建立了考虑表皮效应的单井注入示踪试验模型,并利用Lapalce变换以及数值逆变换获得了该模型的半解析解。系统分析了表皮区域水力性质对示踪试验穿透曲线的影响规律。研究结果表明:表皮区域的弥散度越大,穿透曲线早期的浓度越高,且峰值越高;表皮孔隙度越大,穿透曲线早期浓度越低,后期浓度越高;此外,散度差异也会导致浓度分布曲线在表皮区域与含水层界面处发生突变。总之,表皮效应对径向溶质迁移产生了较大的影响,有必要将表皮效应考虑到径向示踪试验中去。

     

  • 图 1  承压含水层中考虑表皮效应径向溶质迁移概念模型

    C1, α1, θ1分别为表皮区域溶质浓度、弥散度和有效孔隙度;C2, α2, θ2分别为外部含水层区域溶质浓度、弥散度和有效孔隙度;rw为井半径;r1为表皮区半径;r为距离井的距离;B为承压含水层厚度;Z为坐标;Q为注入的流量;C0为注入的溶质的浓度

    Figure 1.  Conceptual model of radial solute transport in the confine aquifer considering skin effect

    图 2  tinj=3 h时不同表皮区的弥散度(α1=0.1,0.5, 2.5 m)所对应的浓度分布曲线

    Figure 2.  Concentration distribution curves for different dispersivities in the skin zone at a specific time tinj=3 h with α1=0.1, 0.5, 2.5 m

    图 3  r=2 m处不同表皮区的弥散度(α1=0.1,0.5, 2.5 m)所对应的穿透曲线

    Figure 3.  Breakthrough curves for different dispersivities in the skin zone at r=2 m with α1=0.1, 0.5, and 2.5 m

    图 4  tinj=3 h时不同表皮区的孔隙度(θ1=0.1, 0.3, 0.5 m)所对应的浓度分布曲线

    Figure 4.  Concentration distribution curves for different effective porosities at a specific time tinj=3 h in the skin zone with θ1=0.1, 0.3 and 0.5 m

    图 5  r=2 m处不同表皮区的孔隙度(θ1=0.1, 0.3, 0.5 m)所对应的穿透曲线

    Figure 5.  Breakthrough curves for different effective porosities in the skin zone at r = 2 m with θ1 = 0.1, 0.3 and 0.5 m

    图 6  tinj=3 h时不同表皮区域半径(r1 =0.4, 0.8 m)所对应的浓度分布曲线

    Figure 6.  Concentration distribution curves for different skin thicknesses at a specific time tinj=3 h with r1=0.4, 0.8 m

    图 7  r=2 m处不同不同表皮半径(r1 =0.4, 0.8 m)所对应的穿透曲线

    Figure 7.  Breakthrough curves for different skin thicknesses at r = 2 m with r1 = 0.4, 0.8 m

    表  1  默认的模型参数

    Table  1.   Default parameter values used in this study

    参数 符号 数值
    含水层厚度/m B 5
    井半径/m rw 0.1
    表皮区半径/m r1 0.8
    表皮区的有效孔隙度 θ1 0.3
    含水层有效孔隙度 θ2 0.3
    含水层的径向弥散度/m α2 0.5
    表皮的径向弥散度/m α1 0.5
    注入流量/(m3·h-1) Q 2.5
    溶质注入时间/h t0 0.5
    注入时间/h tinj 6
    下载: 导出CSV
  • [1] 朱学愚, 冯绍元.用改进的特征有限元法确定抽水(注水)时的弥散参数[J].水动力学研究与进展:A辑, 1992, 7(2):206-211. http://www.cnki.com.cn/Article/CJFDTotal-SDLJ199202011.htm
    [2] 任理.地下水溶质径向弥散问题的混合拉普拉斯变换有限单元解[J].水动力学研究与进展:A辑, 1994, 9(1):37-43. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199400399541
    [3] Moench A, Ogata A.A numerical inversion of the Laplace transform solution to radial dispersion in a porous medium[J].Water Resources Research, 1981, 17(1):250-252. doi: 10.1029/WR017i001p00250
    [4] Chen J S, Liu C W, Liao C M.A novel analytical power series solution for solute transport in a radially convergent flow field[J].Journal of Hydrology, 2002, 266(1/2):120-138. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=e615311224c8a049b05d550e8d1790cb
    [5] Wang Q R, Zhan H B.Radial reactive solute transport in an aquifer-aquitard system[J].Advance in Water Resources, 2013, 61:51-61. doi: 10.1016/j.advwatres.2013.08.013
    [6] 张效先.不动水体存在时求解径向弥散问题的一种有限单位法及其应用[J].水利学报, 1988(1):40-46. doi: 10.3321/j.issn:0559-9350.1988.01.005
    [7] Hoopes J A, Harleman D R F.Dispersion in radial flow from a recharge well[J].Journal of Geophysical Research, 1967, 72(14):3595-3607. doi: 10.1029/JZ072i014p03595
    [8] 高光耀, 冯绍元, 霍再林, 等.考虑弥散尺度效应的溶质径向运移动力学模型及半解析解[J].水动力学研究与进展, 2009, 24(2):156-163. http://d.old.wanfangdata.com.cn/Periodical/sdlxyjyjz200902005
    [9] Sharifi Haddad A, Hassanzadeh H, Abedi J, et al.Application of tracer injection tests to characterize rock matrix block size distribution and dispersivity in fractured aquifers[J].Journal of Hydrology, 2014, 510:504-512. doi: 10.1016/j.jhydrol.2014.01.008
    [10] Wang Q R, Shi W G, Zhan H B, et al.Models of single-well push-pull test with mixing effect in the wellbore[J].Water Resources Research, 2018, 54:10155-10171. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=47c425260a9df4fd1daa19af6d1e81c0
    [11] de Hoog F R, Knight J, Stokes A.An improved method for numerical inversion of Laplace transforms.[J].SIAM Journal on Scientific and Statistical Computing, 1982, 3(3):357-366. doi: 10.1137/0903022
    [12] Stehfest H.Algorithm 368 numerical inversion of Laplace transform[J].Communication of ACM, 1970, 13(1):47-49. doi: 10.1145-355598.362787/
    [13] Li N, Wen Z, Zhan H B, et al.The single-well test dilemma:The skin effect and variable-rate pumping perspective[J].Hydrogeology Journal, 2018, 26:2521-2529. doi: 10.1007/s10040-018-1852-9
    [14] Li X, Wen Z, Qi Zhu, et al.Numerical simulation of single-well push-pull tests in a radial two-zone confined aquifer[J].Hydrogeology Journal, 2019, 27(7):2645-2658. doi: 10.1007/s10040-019-02014-y
    [15] Yeh H D, Chen Y J.Determination of skin and aquifer parameters for a slug test with wellbore-skin effect[J].Journal of Hydrology:Amsterdam, 2007, 342(3/4):283-294. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=028b083ad0dfd7c969be981a00e5b98d
    [16] Malama B, Kuhlman K L, Barrash W, et al.Modeling slug tests in unconfined aquifers taking into account water table kinematics, wellbore skin and inertial effects[J].Journal of Hydrology, 2011, 408(1/2):113-126. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=d2dbcfbbdc25e901d689de8575a5a50e
    [17] Wen Z, Zhan H B, Huang, G H, et al.Constant-head test in a leaky aquifer with a finite-thickness skin[J].Journal of Hydrology, 2011, 399:326-334. doi: 10.1016/j.jhydrol.2011.01.010
    [18] Feng Q, Zhan H B.Constant-head test at a partially penetrating well in an aquifer-aquitard system[J].Journal of Hydrology, 2019, 569:495-505. doi: 10.1016/j.jhydrol.2018.12.018
    [19] Chen Y J, Yeh H D, Chang K J.A mathematical solution and analysis of contaminant transport in a radial two-zone confined aquifer[J].Journal of Contaminant Hydrology, 2012, 139(2):75-82. https://pubmed.ncbi.nlm.nih.gov/22814588/
    [20] Hsieh P F, Yeh H D.Semi-analytical and approximate solutions for contaminant transport from an injection well in a two-zone confined aquifer system[J].Journal of Hydrology, 2014, 519:1171-1176. doi: 10.1016/j.jhydrol.2014.08.046
  • 加载中
图(7) / 表(1)
计量
  • 文章访问数:  489
  • PDF下载量:  3386
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-12-24

目录

    /

    返回文章
    返回