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A modified Picard iteration scheme for overcoming numerical difficulties of simulating infiltration into dry soil
A modified Picard iteration scheme for overcoming numerical difficulties of simulating infiltration into dry soil
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A modified Picard iteration scheme for overcoming numerical difficulties of simulating infiltration into dry soil

Zha, Yuanyuan ; Yang, Jinzhong ; Yin, Lihe ; Zhang, Yonggen ; Zeng, Wenzhi ; Shi, Liangsheng

Journal of hydrology (Amsterdam), 2017-08, Vol.551, p.56-69 [Periódico revisado por pares]

Elsevier B.V

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2
An exact explicit solution for one-dimensional, transient, nonlinear Richards’ equation for modeling infiltration with special hydraulic functions
An exact explicit solution for one-dimensional, transient, nonlinear Richards’ equation for modeling infiltration with special hydraulic functions
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An exact explicit solution for one-dimensional, transient, nonlinear Richards’ equation for modeling infiltration with special hydraulic functions

Hayek, Mohamed

Journal of hydrology (Amsterdam), 2016-04, Vol.535, p.662-670 [Periódico revisado por pares]

Elsevier B.V

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3
Finite analytic method based on mixed-form Richards’ equation for simulating water flow in vadose zone
Finite analytic method based on mixed-form Richards’ equation for simulating water flow in vadose zone
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Finite analytic method based on mixed-form Richards’ equation for simulating water flow in vadose zone

Zhang, Zaiyong ; Wang, Wenke ; Yeh, Tian-chyi Jim ; Chen, Li ; Wang, Zhoufeng ; Duan, Lei ; An, Kedong ; Gong, Chengcheng

Journal of hydrology (Amsterdam), 2016-06, Vol.537, p.146-156 [Periódico revisado por pares]

Elsevier B.V

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4
A study on iterative methods for solving Richards’ equation
A study on iterative methods for solving Richards’ equation
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A study on iterative methods for solving Richards’ equation

List, Florian ; Radu, Florin A.

Computational geosciences, 2016-04, Vol.20 (2), p.341-353 [Periódico revisado por pares]

Cham: Springer International Publishing

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5
A mass-conservative finite volume predictor–corrector solution of the 1D Richards’ equation
A mass-conservative finite volume predictor–corrector solution of the 1D Richards’ equation
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A mass-conservative finite volume predictor–corrector solution of the 1D Richards’ equation

Lai, Wencong ; Ogden, Fred L.

Journal of hydrology (Amsterdam), 2015-04, Vol.523, p.119-127 [Periódico revisado por pares]

Elsevier B.V

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6
Periodic seepage face formation and water pressure distribution along a vertical boundary of an aquifer
Periodic seepage face formation and water pressure distribution along a vertical boundary of an aquifer
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Periodic seepage face formation and water pressure distribution along a vertical boundary of an aquifer

Jazayeri Shoushtari, Seyed Mohammad Hossein ; Nielsen, Peter ; Cartwright, Nick ; Perrochet, Pierre

Journal of hydrology (Amsterdam), 2015-04, Vol.523, p.24-33 [Periódico revisado por pares]

Elsevier B.V

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7
On equivalent hydraulic conductivity for oscillation–free solutions of Richard’s equation
On equivalent hydraulic conductivity for oscillation–free solutions of Richard’s equation
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On equivalent hydraulic conductivity for oscillation–free solutions of Richard’s equation

Belfort, Benjamin ; Younes, Anis ; Fahs, Marwan ; Lehmann, François

Journal of hydrology (Amsterdam), 2013-11, Vol.505, p.202-217 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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8
Application of an improved P(m)-SOR iteration method for flow in partially saturated soils
Application of an improved P(m)-SOR iteration method for flow in partially saturated soils
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Application of an improved P(m)-SOR iteration method for flow in partially saturated soils

Zhu, S. R. ; Wu, L. Z. ; Huang, J.

Computational geosciences, 2022-02, Vol.26 (1), p.131-145 [Periódico revisado por pares]

Cham: Springer International Publishing

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9
Water pulse migration through semi-infinite vertical unsaturated porous column with special relative-permeability functions: Exact solutions
Water pulse migration through semi-infinite vertical unsaturated porous column with special relative-permeability functions: Exact solutions
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Water pulse migration through semi-infinite vertical unsaturated porous column with special relative-permeability functions: Exact solutions

Hayek, Mohamed

Journal of hydrology (Amsterdam), 2014-09, Vol.517, p.668-676 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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10
Switching the Richards’ equation for modeling soil water movement under unfavorable conditions
Switching the Richards’ equation for modeling soil water movement under unfavorable conditions
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Switching the Richards’ equation for modeling soil water movement under unfavorable conditions

Zeng, Jicai ; Zha, Yuanyuan ; Yang, Jinzhong

Journal of hydrology (Amsterdam), 2018-08, Vol.563, p.942-949 [Periódico revisado por pares]

Elsevier B.V

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