Modeling one‐dimensional infiltration into very dry soils: 1. Model development and evaluation

Water Resources Research

Volumn 25, Issue 6, 1989, Pages 1259-1269

  Hills, R G ^a   Porro, I ^a   Hudson, D B ^a   Wierenga, P J ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER ALGORITHM; DRY SOIL; INFILTRATION; POLLUTANT TRANSPORT; RICHARDS EQUATION; UNSATURATED SOIL;

EID: 0024783206     PISSN: 00431397     EISSN: 19447973     Source Type: Journal    
DOI: 10.1029/WR025i006p01259     Document Type: Article

References (22)

1. A finite‐element collocation method for variably saturated flow in two space dimensions
2. Infiltration from a trickle source, I, Mathematical models
3. An adaptive finite difference scheme for the one‐dimensional water flow equation
4. Three‐dimensional, transient, saturated‐unsaturated flow in a groundwater basin
5. A comparative study of three forms of the Richard equation used for predicting one‐dimensional infiltration in unsaturated soil
6. A comparison of numerical simulation models for one‐dimensional infiltration
7. Modeling one‐dimensional infiltration into very dry soils, 2, Estimation of the soil water parameters and model predictions
8. Techniques for making finite elements competitive in modeling flow in variably saturated porous media
9. Finite‐element algorithms for simulating three‐dimensional groundwater flow and solute transport in multilayer systems
10. A three‐dimensional finite‐element model for simulating water flow in variably saturated porous media
11. Finite element analysis of water flow in variably saturated soil
12. Numerical solution for unsteady two‐dimensional infiltration in irrigation furrows
13. A closed‐form equation for predicting the hydraulic conductivity of unsaturated soils
14. A comparison of numerical solutions of the one‐dimensional unsaturated‐saturated flow and mass transport equations
15. An Hermitian finite element solution of the two‐dimensional saturated‐unsaturated flow equation
16. Experimental and numerical study of a transient, two‐dimensional unsaturated‐saturated water table recharge problem