Abstract
This paper uses the homotopy perturbation method for the analytical solution of groundwater table fluctuations, in response to the tidal boundary condition, for a coastal unconfined aquifer with sloping beach face. The Boussinesq equation for sloping beach contains two non-linear terms. The governing equation is reconstructed in homotopic form with two virtual perturbation parameters and an auxiliary term. The secular terms generated from the non-linear diffusion term and the slope term are eliminated by using parameter expansions based on two virtual parameters. Two non-dimensional parameters emerge from the solution in the process of eliminating secular terms: (i) parameter equivalent to amplitude parameter and (ii) parameter representing beach slope. The second-order (starting from zeroth-order) solution is presented. The higher-order solution efficiently captures the non-linearity of the problem.
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This study is supported by Science and Engineering Research Board (Grant Number: SB/FTP/ETA-0356/2013) under the Department of Science and Technology, Government of India.
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Appendix: Secular Terms Removal from Inhomogeneous Terms
Appendix: Secular Terms Removal from Inhomogeneous Terms
Solution for the \({p_{1}^{0}} {p_{2}^{0}}\) (15) is given by
By substituting (35) in the expression (18), the inhomogeneous term (I1,0) can be written as
Requirement of no secular term in inhomogeneous term \(I_{1,0}\) needs
If \({\Gamma }_{0,0}\) is replaced with \({\Gamma }_{1,0}\) from expression (37), Eq. 15 represents linearized Boussinesq equation. Particular integral for the \({p_{1}^{1}} {p_{2}^{0}}\) equation is given as
Boundary condition can be satisfied by expressing the solution \(h_{1,0}\) as addition of particular integral [\(h_{1,0}^{PI}\)] and complementary function (\(h_{1,0}^{CF}\)),
Solution for the \({p_{1}^{1}}{p_{2}^{0}}\) equation (h1,0) can be given as
By substituting (41) in Eq. (21), the inhomogeneous term \(I_{0,1}\) is given by
Eliminating the secular term in particular integral by forcing the coefficient of secular term to zero,
Solution for the \({p_{1}^{0}}{p_{2}^{1}}\) equation (h0,1) can be obtained as
Expressions of the inhomogeneous terms \(I_{2,0}\), \(I_{1,1}\), and \(I_{0,2}\) are provided in the Supplementary Material for brevity. By eliminating secular terms from \(I_{2,0}\), the expressions for \({\Gamma }_{2,0}\) and \(\alpha _{0,0}\) can be obtained as
Solution for the \({p_{1}^{2}} {p_{2}^{0}}\) equation (h2,0) can be given as
By substituting (35), (41), and (45) in Eq. 27 and eliminating the secular terms (by forcing the coefficient of secular terms to zero) in \(I_{1,1}\),
Solution for the \({p_{1}^{1}} {p_{2}^{1}}\) equation (h1,1) can be given as
Solution for the \({p_{1}^{0}} {p_{2}^{2}}\) order can be given as
By substituting (35) and (45) in Eq. 30 and eliminating the secular term \(exp(-k_{1} x^{*})\sin [\omega t-k_{1} x^{*}]\) from inhomogeneous term \(I_{0,2}\),
There is a new secular term \(exp(-k_{1} x^{*})\cos [\omega t+k_{1} x^{*}]\) present in the inhomogeneous term \(I_{0,2}\). By defining \(f(x,t)\) and eliminating it by forcing its coefficient to zero, \(\alpha _{0,1}\) can be obtained as
Groundwater fluctuation due to tidal oscillations for a coastal aquifer with vertical beach face is given as
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Munusamy, S.B., Dhar, A. On Use of Expanding Parameters and Auxiliary Term in Homotopy Perturbation Method for Boussinesq Equation with Tidal Condition. Environ Model Assess 24, 109–120 (2019). https://doi.org/10.1007/s10666-018-9636-0
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DOI: https://doi.org/10.1007/s10666-018-9636-0