Similitude applied to centrifugal scaling of unsaturated flow

Water Resources Research

Volumn 37, Issue 10, 2001, Pages 2471-2479

  Barry, D A ^a   Lisle, I G ^b   Li, L ^a   Prommer, H ^a   Parlange, J Y ^a   Sander, G C ^c   Griffioen, J W ^a  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

^b UNIVERSITY OF CANBERRA   (Australia)

^c LOUGHBOROUGH UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CENTRIFUGES; NUMERICAL METHODS; POROUS MATERIALS;

UNSATURATED FLOW;

WATER RESOURCES;

CENTRIFUGE; FLOW MODELING; POROUS MEDIUM; SCALING; UNSATURATED FLOW;

CENTRIFUGE; FLOW MODELING; POROUS MEDIUM; UNSATURATED FLOW;

ACRONICTA LEPORINA;

EID: 0034794966     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2000WR000049     Document Type: Article

References (69)

1. Determining the hydraulic conductivity of soil cores by centrifugation
2. Centrifuge modeling of transport processes for pollutants in soils
3. Exact solutions for water infiltration with an arbitrary surface flux or nonlinear solute adsorption
4. Modeling of centrifugal filtration in unsaturated deformable porous media
5. Constant rate rainfall infiltration: A versatile nonlinear model, 1, Analytic solution
6. Centrifugal model of transient water flow
7. Modeling solute transport by centrifugation
8. A comparison of sorption equilibrium distribution coefficients using batch and centrifugation methods
9. Physical modelling of a dissolved contaminant in an unsaturated sand
10. Similitude requirements for modelling NAPL movement with a geotechnical centrifuge
11. Centrifuge modelling of contaminant transport processes
12. Scaling unstable infiltration in the vadose zone
13. Environmental geomechanics and transport processes
14. x occurring in two-phase flow in porous media
15. Application of a continuous-flow centrifugation method for solute transport in disturbed, unsaturated sediments and illustration of mobile-immobile water
16. Relationships for modelling water effects in geotechnical centrifuge models
17. Centrifuge modelling criterion for solute transport in partially saturated flow
18. Centrifuge modeling of unstable infiltration and solute transport
19. Scaling of Richards equation and its application to watershed modelling
20. Accelerated physical modelling of hazardous waste transport
21. Duration of atmosphere-controlled and of soil-controlled phases of infiltration for constant rainfall at a soil surface
22. Comment on Russo [1991], Serrano [1990, 1998], and other applications of the water-content-based form of Richards' equation to heterogeneous soils
23. Nonreactive chemical transport in structured soil: The potential for centrifuge modelling
24. Centrifugal modelling of nonsorbing, nonequilibrium solute transport in locally stratified soils
25. Similitude and scaling of soil-water phenomena
26. Theory of capillary flow, I, Practical implications
27. Theory of capillary flow, II, Experimentalinformation
28. Physical theory for capillary flow phenomena
29. Centrifuge techniques for testing clay liner samples
30. Centrifuge modeling of one-dimensional subsurface contamination
31. An emerging technology for scaling field soil-water behavior
32. Experimental testing of transient unsaturated flow theory at low water content in a centrifugal field
33. Analytical solution for one-dimensional drainage, Water stored in a fixed depth
34. Theory of infiltration
35. Centrifuge modeling of moisture migration in silty soils
36. Scaling of horizontal infiltration into homogeneous soils
37. Capillary conduction of liquids through porous mediums
38. On two phase flow filtration under gravity and with boundary infiltration: Application of a Bäcklund transformation
39. Method of the exact solution of a nonlinear diffusion-convection equation
40. Inspectional analysis: A method which supplements dimensional analysis
41. Exact nonlinear solution for constant flux infiltration
42. Exact solution for nonlinear, nonhysteretic redistribution in vertical soil of finite depth
43. Centrifuge modelling of environmental problems
44. Cambridge geotechnical centrifuge operations
45. Potential symmetries of nonlinear diffusion-convection equations
46. Lie group invariance of the Richards equation
47. Recent advances associated with soil water in the unsaturated zone
48. Scaling invariance and the Richards equation
49. Inspectional analysis in the theory of water flow through unsaturated soil
50. Miller similitude and generalized scaling analysis
51. Centrifuges in modelling: Principles and scale effects
52. Scale factors in soil science
53. x
54. Application of scaling to characterization of spatial variability in soils
55. Scaling field properties using a similar media concept
56. An analytical solution to Richards' equation for a draining soil profile
57. Constant rate rainfall infiltration: A versatile nonlinear model, 2, Applications of solutions
58. The use of similar media theory in the consideration of soil-water redistribution in infiltrated soils
59. Application of scaling to soil-water movement considering hysteresis
60. Scaling of infiltration behavior in dissimilar porous materials
61. x