Solute transport exponentially varies with time in an unsaturated zone using finite element and finite difference method

被引:3
作者
Rekha, J. [1 ,8 ]
Suma, S. P. [1 ]
Shilpa, B. [2 ]
Khan, Umair [3 ,4 ]
Hussain, Syed M. [5 ,7 ]
Zaib, Aurang [6 ]
Galal, Ahmed M. [7 ]
机构
[1] Cambridge Inst Technol, Dept Math, Bangalore, Karnataka, India
[2] PES Univ, Dept Sci & Humanities, Bengaluru 560085, India
[3] Univ Kebangsaan Malaysia, Fac Sci & Technol, Dept Math Sci, Bangi 43600, Selangor, Malaysia
[4] Sukkur IBA Univ, Dept Math & Social Sci, Sukkur 65200, Sindh, Pakistan
[5] Islamic Univ Madinah, Dept Math, Fac Sci, Madinah 42351, Saudi Arabia
[6] Fed Urdu Univ Arts Sci & Technol, Dept Math Sci, Karachi 75300, Pakistan
[7] Prince Sattam Bin Abdulaziz Univ, Coll Engn Wadi Alddawasir, Dept Mech Engn, Al Kharj, Saudi Arabia
[8] Mansoura Univ, Fac Engn, Product Engn & Mech Design Dept, PO 35516, Mansoura, Egypt
来源
INTERNATIONAL JOURNAL OF MODERN PHYSICS B | 2023年 / 37卷 / 09期
关键词
Integral transforms; Fick's law; advection-dispersion equation; moving coordinates; Duhamel's theorem; ADVECTION-DISPERSION EQUATION; INPUT POINT-SOURCE; POROUS-MEDIA; SUBJECT; DOMAIN; FLOW;
D O I
10.1142/S0217979223500893
中图分类号
O59 [应用物理学];
学科分类号
摘要
Among several aspects, the one contributing towards the difficulty of groundwater quality evaluation is the large diversity of contamination sources. As contaminants comprising various compounds move from the soil to the water table, they will travel through several hydrologic zones. In constant unidirectional flow fields, a mathematical study of simultaneous adsorption and dispersion of a solute inside homogeneous and isotropic permeable media is described. The solute is adsorbed at a rate proportionate to its concentration in the dispersion systems, which are susceptible to input concentrations that fluctuate exponentially with time. The advection-dispersion equation (ADE) was solved numerically in this work to analyze the pollutants transport bearing in mind the coefficient of distribution and permeability by considering pollutant input concentrations. The solution is derived using the Laplace transform and Duhamel's theorem with moving coordinates. For specified medium and fluid characteristics, mathematical methods are created to forecast the concentration of pollutants in adsorbing porous media.
引用
收藏
页数:11
相关论文
共 24 条
[1]   Analytical solutions of advection-dispersion-reaction equation with first decay under constant and time-dependent boundary conditions: Mass transfer shape factor effects [J].
Abbasi, Mahdi ;
Madani, Mohammad ;
Sharifi, Mohammad ;
Kazemi, Alireza .
GROUNDWATER FOR SUSTAINABLE DEVELOPMENT, 2021, 15
[2]   Transport of a decay chain in homogenous porous media: analytical solutions [J].
Bauer, P ;
Attinger, S ;
Kinzelbach, W .
JOURNAL OF CONTAMINANT HYDROLOGY, 2001, 49 (3-4) :217-239
[3]   Generalized analytical solution for advection-dispersion equation in finite spatial domain with arbitrary time-dependent inlet boundary condition [J].
Chen, J-S. ;
Liu, C-W. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2011, 15 (08) :2471-2479
[4]   Analytical solutions to two-dimensional advection-dispersion equation in cylindrical coordinates in finite domain subject to first- and third-type inlet boundary conditions [J].
Chen, Jui-Sheng ;
Chen, Juan-Tse ;
Liu, Chen-Wuing ;
Liang, Ching-Ping ;
Lin, Chien-Wen .
JOURNAL OF HYDROLOGY, 2011, 405 (3-4) :522-531
[5]  
Cotta R. M., 2020, Integral Transforms in Computational Heat and Fluid Flow
[6]   Analytical solution of the advection-diffusion transport equation using a change-of-variable and integral transform technique [J].
Guerrero, J. S. Perez ;
Pimentel, L. C. G. ;
Skaggs, T. H. ;
van Genuchten, M. Th. .
INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2009, 52 (13-14) :3297-3304
[7]   One-dimensional solute transport for uniform and varying pulse type input point source through heterogeneous medium [J].
Kumar, Atul ;
Yadav, R. R. .
ENVIRONMENTAL TECHNOLOGY, 2015, 36 (04) :487-495
[8]   One-dimensional solute dispersion along unsteady flow through a heterogeneous medium, dispersion being proportional to the square of velocity [J].
Kumar, Atul ;
Jaiswal, Dilip Kumar ;
Kumar, Naveen .
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES, 2012, 57 (06) :1223-1230
[9]  
Kumar PM., 2018, Int. J. Appl. Eng. Res, V13, P100
[10]   ANALYTICAL SOLUTIONS FOR SOLUTE TRANSPORT IN 3-DIMENSIONAL SEMI-INFINITE POROUS-MEDIA [J].
LEIJ, FJ ;
SKAGGS, TH ;
VANGENUCHTEN, MT .
WATER RESOURCES RESEARCH, 1991, 27 (10) :2719-2733