A.F. Aljohani , Abdulhamed Alsisi , Saad Althobaiti , Aminu M. Nass , R.I. Nuruddeen , Mahmoud M. Selim , Osama Alamri , Ali Althobaiti
{"title":"Groundwater pollution equation: Lie’s symmetry analysis and numerical consideration","authors":"A.F. Aljohani , Abdulhamed Alsisi , Saad Althobaiti , Aminu M. Nass , R.I. Nuruddeen , Mahmoud M. Selim , Osama Alamri , Ali Althobaiti","doi":"10.1016/j.padiff.2024.100861","DOIUrl":null,"url":null,"abstract":"<div><p>The current study modeled groundwater pollution through the utilization of the advection–diffusion equation - a versatile differential equation that is capable of modeling a variety of real-life processes. Indeed, various methods of solutions were then proposed to examine the governing model after being transformed, starting with Lie’s symmetry, semi-analytical, and numerical methods, including the explicit and implicit finite difference method and the finite element method. Further, the proposed methods were demonstrated on some test models; featuring forced and unforced scenarios of the forcing function. Analytically, Lie’s symmetry method failed to unswervingly reveal the required solution to the problem; however, with the imposition of certain restrictions, a generalized closed-form solution for the forced model was acquired. This fact indeed triggered the quest for the deployment of more methods. Thus, semi-analytically, the adopted decomposition method swiftly gave the resultant closed-form solutions. Numerically, the efficiency of the sought methods was assessed using the <span><math><mrow><msup><mrow><mi>L</mi></mrow><mrow><mn>2</mn></mrow></msup><mo>−</mo></mrow></math></span>norm and CPU time, upon which the implicit schemes were found to win the race. All-in-all, the beseeched semi-analytical method is highly recommended for such investigation; at the same time advocating the effectiveness of the implicit finite difference schemes on advection–diffusion-related equations.</p></div>","PeriodicalId":34531,"journal":{"name":"Partial Differential Equations in Applied Mathematics","volume":"11 ","pages":"Article 100861"},"PeriodicalIF":0.0000,"publicationDate":"2024-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S266681812400247X/pdfft?md5=77f96747f7c91967f8ba263e3e5021ef&pid=1-s2.0-S266681812400247X-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Partial Differential Equations in Applied Mathematics","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S266681812400247X","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2024/8/10 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"Mathematics","Score":null,"Total":0}
引用次数: 0
Abstract
The current study modeled groundwater pollution through the utilization of the advection–diffusion equation - a versatile differential equation that is capable of modeling a variety of real-life processes. Indeed, various methods of solutions were then proposed to examine the governing model after being transformed, starting with Lie’s symmetry, semi-analytical, and numerical methods, including the explicit and implicit finite difference method and the finite element method. Further, the proposed methods were demonstrated on some test models; featuring forced and unforced scenarios of the forcing function. Analytically, Lie’s symmetry method failed to unswervingly reveal the required solution to the problem; however, with the imposition of certain restrictions, a generalized closed-form solution for the forced model was acquired. This fact indeed triggered the quest for the deployment of more methods. Thus, semi-analytically, the adopted decomposition method swiftly gave the resultant closed-form solutions. Numerically, the efficiency of the sought methods was assessed using the norm and CPU time, upon which the implicit schemes were found to win the race. All-in-all, the beseeched semi-analytical method is highly recommended for such investigation; at the same time advocating the effectiveness of the implicit finite difference schemes on advection–diffusion-related equations.
本研究利用平流-扩散方程对地下水污染进行建模--平流-扩散方程是一种通用微分方程,能够对现实生活中的各种过程进行建模。事实上,研究人员随后提出了各种求解方法来研究转换后的治理模型,包括从李氏对称法、半解析法和数值法开始,其中包括显式和隐式有限差分法以及有限元法。此外,还在一些测试模型上演示了所提出的方法;测试模型包括强迫和非强迫的强迫函数情景。从分析角度看,李氏对称法未能坚定不移地揭示问题所需的解决方案;然而,通过施加某些限制,获得了强迫模型的广义闭式解。这一事实确实引发了人们对更多方法的探索。因此,从半分析的角度来看,所采用的分解方法迅速给出了闭式解。在数值上,使用 L2 准则和 CPU 时间评估了所寻求方法的效率,结果发现隐式方案在竞赛中胜出。总而言之,我们强烈推荐在此类研究中使用所要求的半解析方法;同时,我们也提倡隐式有限差分方案在平流-扩散相关方程中的有效性。