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Efficient approach to solving transient unsaturated flow problems. I: Analytical solutions
Richard's equation governs the migration of moisture in the soil under unsaturated
conditions. Although this differential equation provides a rigorous approach to simulating …
conditions. Although this differential equation provides a rigorous approach to simulating …
A HAM-based wavelet approach for nonlinear ordinary differential equations
Z Yang, S Liao - Communications in Nonlinear Science and Numerical …, 2017 - Elsevier
Based on the homotopy analysis method (HAM) and the generalized Coiflet-type orthogonal
wavelet, a new analytic approximation approach for solving nonlinear boundary value …
wavelet, a new analytic approximation approach for solving nonlinear boundary value …
Modeling infiltration rates in a saturated/unsaturated soil under the free draining condition
We propose a model to simulate infiltration into heterogeneous soils, with arbitrary initial
water content distributions, subject to unsteady rainfall, and under the free draining …
water content distributions, subject to unsteady rainfall, and under the free draining …
Modelling water content redistribution during evaporation from sandy soil in the presence of water table
An analytical model based on Richards equation is presented to describe water content
redistribution during evaporation. Exponential functions are utilized to describe the relation …
redistribution during evaporation. Exponential functions are utilized to describe the relation …
Improved remediation processes through cost-effective estimation of soil properties from surface measurements
A wide range of technologies is presently available for the remediation of contaminated
soils. The optimal selection depends on a number of soil characteristics. However, if the …
soils. The optimal selection depends on a number of soil characteristics. However, if the …
Analytic Solutions of Von Kármán Plate under Arbitrary Uniform Pressure—Equations in Differential Form
XX Zhong, SJ Liao - Studies in Applied Mathematics, 2017 - Wiley Online Library
The large deflection of a circular thin plate under uniform external pressure is a classic
problem in solid mechanics, dated back to Von Kármán [1]. This problem is reconsidered in …
problem in solid mechanics, dated back to Von Kármán [1]. This problem is reconsidered in …
[HTML][HTML] Application of a simplified Green-Ampt model to the Maga earthfill dam under rainfall conditions: A sensitivity analysis case of an infiltration model
O Wounabaïsa, LLM Ngueyep, VS Hinfene, A Meying - Heliyon, 2024 - cell.com
The present paper applies a simplified Green-Ampt (GA) infiltration model for the numerical
modelling of seepage processes within the body of the Maga earth dam, located in the Far …
modelling of seepage processes within the body of the Maga earth dam, located in the Far …
Moving Multi-Front (MMF): A generalized Green-Ampt approach for vertical unsaturated flows
K Alastal, R Ababou - Journal of Hydrology, 2019 - Elsevier
Abstract A Moving Multi-Front (MMF) method is developed and tested for solving the
Richards equation governing unsaturated flow in vertical homogeneous porous columns …
Richards equation governing unsaturated flow in vertical homogeneous porous columns …
[HTML][HTML] Approximate solution of the inverse Richards' problem
M Vocciante, AP Reverberi, VG Dovì - Applied Mathematical Modelling, 2016 - Elsevier
We propose a method for the estimation of time dependent distributions of pressure head,
water content, and fluid flow in homogeneous unsaturated soils with unknown lower …
water content, and fluid flow in homogeneous unsaturated soils with unknown lower …
Explicit solution to large deformation of cantilever beam by improved homotopy analysis method II: Vertical and horizontal displacements
Y Li, X Li, C **e, S Huo - Applied Sciences, 2022 - mdpi.com
Explicit solutions to vertical and horizontal displacements are derived for large deformation
of a cantilever beam under point load at the free end by an improved homotopy analysis …
of a cantilever beam under point load at the free end by an improved homotopy analysis …