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Simulation of Preferential Flow in Snow With a 2‐D Non‐Equilibrium Richards Model and Evaluation Against Laboratory Data
Simulation of Preferential Flow in Snow With a 2‐D Non‐Equilibrium Richards Model and Evaluation Against Laboratory Data
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Simulation of Preferential Flow in Snow With a 2‐D Non‐Equilibrium Richards Model and Evaluation Against Laboratory Data

Leroux, Nicolas R. ; Marsh, Christopher B. ; Pomeroy, John W.

Water resources research, 2020-09, Vol.56 (9), p.n/a [Periódico revisado por pares]

Washington: John Wiley & Sons, Inc

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Finite analytic method for modeling variably saturated flows
Finite analytic method for modeling variably saturated flows
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Finite analytic method for modeling variably saturated flows

Zhang, Zaiyong ; Wang, Wenke ; Gong, Chengcheng ; Yeh, Tian-chyi Jim ; Wang, Zhoufeng ; Wang, Yu-Li ; Chen, Li

The Science of the total environment, 2018-04, Vol.621, p.1151-1162 [Periódico revisado por pares]

Netherlands: Elsevier B.V

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3
Are all runoff processes the same? Numerical experiments comparing a Darcy-Richards solver to an overland flow-based approach for subsurface storm runoff simulation
Are all runoff processes the same? Numerical experiments comparing a Darcy-Richards solver to an overland flow-based approach for subsurface storm runoff simulation
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Are all runoff processes the same? Numerical experiments comparing a Darcy-Richards solver to an overland flow-based approach for subsurface storm runoff simulation

Ameli, A. A. ; Craig, J. R. ; McDonnell, J. J.

Water resources research, 2015-12, Vol.51 (12), p.10008-10028 [Periódico revisado por pares]

Washington: Blackwell Publishing Ltd

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4
Improved remediation processes through cost-effective estimation of soil properties from surface measurements
Improved remediation processes through cost-effective estimation of soil properties from surface measurements
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Improved remediation processes through cost-effective estimation of soil properties from surface measurements

Vocciante, Marco ; Reverberi, Andrea P. ; Pietrelli, Loris ; Dovì, Vincenzo G.

Journal of cleaner production, 2017-11, Vol.167, p.680-686 [Periódico revisado por pares]

Elsevier Ltd

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5
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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6
Advancing NASA’s AirMOSS P-Band Radar Root Zone Soil Moisture Retrieval Algorithm via Incorporation of Richards’ Equation
Advancing NASA’s AirMOSS P-Band Radar Root Zone Soil Moisture Retrieval Algorithm via Incorporation of Richards’ Equation
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Advancing NASA’s AirMOSS P-Band Radar Root Zone Soil Moisture Retrieval Algorithm via Incorporation of Richards’ Equation

Sadeghi, Morteza ; Tabatabaeenejad, Alireza ; Tuller, Markus ; Moghaddam, Mahta ; Jones, Scott B

Remote sensing (Basel, Switzerland), 2017-01, Vol.9 (1), p.17-17 [Periódico revisado por pares]

Basel: MDPI AG

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7
Development of a computationally efficient semi-distributed hydrologic modeling application for soil moisture, lateral flow and runoff simulation
Development of a computationally efficient semi-distributed hydrologic modeling application for soil moisture, lateral flow and runoff simulation
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Development of a computationally efficient semi-distributed hydrologic modeling application for soil moisture, lateral flow and runoff simulation

Ajami, Hoori ; Khan, Urooj ; Tuteja, Narendra K. ; Sharma, Ashish

Environmental modelling & software : with environment data news, 2016-11, Vol.85, p.319-331 [Periódico revisado por pares]

Elsevier Ltd

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8
Examination of the seepage face boundary condition in subsurface and coupled surface/subsurface hydrological models
Examination of the seepage face boundary condition in subsurface and coupled surface/subsurface hydrological models
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Examination of the seepage face boundary condition in subsurface and coupled surface/subsurface hydrological models

Scudeler, C. ; Paniconi, C. ; Pasetto, D. ; Putti, M.

Water resources research, 2017-03, Vol.53 (3), p.1799-1819 [Periódico revisado por pares]

Washington: John Wiley & Sons, Inc

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9
Modeling Variably Saturated Flow in Stratified Soils With Explicit Tracking of Wetting Front and Water Table Locations
Modeling Variably Saturated Flow in Stratified Soils With Explicit Tracking of Wetting Front and Water Table Locations
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Modeling Variably Saturated Flow in Stratified Soils With Explicit Tracking of Wetting Front and Water Table Locations

Dai, Yongjiu ; Zhang, Shupeng ; Yuan, Hua ; Wei, Nan

Water resources research, 2019-10, Vol.55 (10), p.7939-7963 [Periódico revisado por pares]

Washington: John Wiley & Sons, Inc

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10
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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