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Refinado por: assunto: Infiltration remover assunto: Unsaturated Zone remover
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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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2
Diffusivity and sorptivity determination at different soil water contents from horizontal infiltration
Diffusivity and sorptivity determination at different soil water contents from horizontal infiltration
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Diffusivity and sorptivity determination at different soil water contents from horizontal infiltration

Villarreal, Rafael ; Lozano, Luis A. ; Melani, Esteban M. ; Salazar, María Paz ; Otero, María Florencia ; Soracco, C. Germán

Geoderma, 2019-03, Vol.338, p.88-96 [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 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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5
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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6
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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7
A fully coupled numerical modeling for regional unsaturated–saturated water flow
A fully coupled numerical modeling for regional unsaturated–saturated water flow
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A fully coupled numerical modeling for regional unsaturated–saturated water flow

Zhu, Yan ; Shi, Liangsheng ; Lin, Lin ; Yang, Jinzhong ; Ye, Ming

Journal of hydrology (Amsterdam), 2012-12, Vol.475, p.188-203 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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8
An analytical solution of Richards' equation providing the physical basis of SCS curve number method and its proportionality relationship
An analytical solution of Richards' equation providing the physical basis of SCS curve number method and its proportionality relationship
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An analytical solution of Richards' equation providing the physical basis of SCS curve number method and its proportionality relationship

Hooshyar, Milad ; Wang, Dingbao

Water resources research, 2016-08, Vol.52 (8), p.6611-6620 [Periódico revisado por pares]

Washington: John Wiley & Sons, Inc

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9
Advances of Modeling Water Flow in Variably Saturated Soils with SWAP
Advances of Modeling Water Flow in Variably Saturated Soils with SWAP
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Advances of Modeling Water Flow in Variably Saturated Soils with SWAP

Dam, J.C. van ; Groenendijk, P ; Hendriks, R.F.A ; Kroes, J.G

Vadose zone journal, 2008-05, Vol.7 (2), p.640-653 [Periódico revisado por pares]

Madison: Soil Science Society of America

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10
Validity limits for the van Genuchten–Mualem model and implications for parameter estimation and numerical simulation
Validity limits for the van Genuchten–Mualem model and implications for parameter estimation and numerical simulation
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Validity limits for the van Genuchten–Mualem model and implications for parameter estimation and numerical simulation

Ippisch, O. ; Vogel, H.-J. ; Bastian, P.

Advances in water resources, 2006-12, Vol.29 (12), p.1780-1789 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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