An Analysis Of Two-Dimensional Flow Through A Water Reservoir Using Mathematical Approach

Gohar Rehman (), Qura Tul Ain, Muhammad Zaheer, Liulei Bao () and Javed Iqbal
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Gohar Rehman: Department of Geological Engineering China University of Geosciences Wuhan, China
Qura Tul Ain: Department of Mathematical Sciences Soochow University, China
Muhammad Zaheer: Balochistan university of information technology engineering and management sciences Quetta 87300 Pakistan.
Liulei Bao: Department of Geological Engineering China University of Geosciences Wuhan, China
Javed Iqbal: Department of Environmental Sciences China University of Geosciences Wuhan, China

Environmental Contaminants Reviews (ECR), 2019, vol. 2, issue 1, 11-13

Abstract: Optimal Variational Iteration Method (OVIM) is Variational Iteration Method (VIM) coupled with auxiliary parameter h. In this paper, we have discussed a hydrological problem with pressure distribution phenomenon solved with Optimal Variational Iteration Method (OVIM). In the framework of Optimal Variational Iteration Method (OVIM), the auxiliary parameter h, that is convergence controlling parameter is the primary tool which guarantees the convergence of said technique. Moreover, the convergence is obtained by so-called residual error method. Results shows that the reliability of the method with the least error and provide the required solution to the pressure distribution of water in a water reservoir in initial four iteration.

Keywords: Optimal Variational Iteration Method; hydrological problem; Variational Iteration Method (search for similar items in EconPapers)
Date: 2019
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Citations: View citations in EconPapers (1)

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Persistent link: https://EconPapers.repec.org/RePEc:zib:zbnecr:v:2:y:2019:i:1:p:11-13

DOI: 10.26480/ecr.01.2019.11.13

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