Skip to main content
Log in

An analytical solution to the steady one-dimensional Gardner-based infiltration equation for an inclined heterogeneous soil with any arbitrary root-water uptake function

  • Published:
Sādhanā Aims and scope Submit manuscript

Abstract

An accurate polynomial solution is worked out for the general Gardner-based infiltration equation for a heterogeneous soil column with the sink term of the equation being treated as any valid root-water uptake function along the length of an infiltrating space. The solution can predict infiltration behavior through any arbitrarily inclined soil column and can also accommodate any valid spatial variations of the root-water extraction function and the soil hydraulic parameters of the infiltration equation, along the length of an infiltrating column. The validity of the proposed solution is checked by comparing with the analytical works of others for a few simplified infiltration situations; also, a few numerical checks on it are also carried out. Further, an experimental check on the proposed solution for a relatively simple infiltration situation is also performed. The developed solution is new since there is currently no analytical solution to the Gardner-based infiltration equation even for a homogeneous soil for all possible variations of soil parameters of this equation when a root-water extraction term exists in an infiltrating space. As field soils are mostly heterogeneous, the developed model is expected to provide a better picture of infiltration in a field soil as compared to relatively simple available models on infiltration. The study shows that infiltration hydraulics in a soil in many instances may be affected in a major way by the heterogeneities of the soil and an infiltration model based on the homogeneity soil assumption may lead to appreciable error if the same is being used to study infiltration in a heterogeneous soil. This is true both when a root-water function is present in an infiltrating space and when it is absent. The study also shows that infiltration on a heterogeneous soil with a spatially varying root-water sink term is a complex process involving many variables and that the final infiltration dynamics associated with such a system is generally not governed by one or two variables alone but by the intricate interplay of all the variables of the system. In the derivation of the model, it is assumed that flow is Darcian, steady and one-dimensional. These are thus a few limitations of the proposed model which, for more generality of the model, may be addressed in a future study of the Gardner-based infiltration equation.

Graphical abstract

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Figure 11
Figure 12
Figure 13

Similar content being viewed by others

References

  1. Assouline S 2013 Infiltration into soils: conceptual approaches and solutions. Water Resour. Res. 49(4): 1755–1772

    Article  Google Scholar 

  2. Assouline S, Tyler S W, Selker J S, Lunati I, Higgins C W and Parlange M B 2013 Evaporation from a shallow water table: Diurnal dynamics of water and heat at the surface of drying sand. Water Resour. Res. 49: 4022–4034

    Article  Google Scholar 

  3. Singh V P 2018 Hydrologic modelling: progress and future directions. Geosci. Lett. 5(15): 1–8

    Google Scholar 

  4. Prasad S N and Römkens M J M 1982 An approximate integral solution of vertical infiltration under changing boundary conditions. Water Resour. Res. 18(4): 1022–1028

    Article  Google Scholar 

  5. Marshall J D, Shimada B W and Jaffe P R 2000 Effect of temporal variability in infiltration on contaminant transport in the unsaturated zone. J. Cont. Hydrol. 46(1–2): 151–161

    Article  Google Scholar 

  6. Parlange J Y, Hogarth W L, Barry D A, Parlange M B, Haverkamp R, Ross P J, Steenhuis T S, DiCarlo D A and Katul G 1999 Analytical approximation to the solutions of Richards’ equation with applications to infiltration, ponding, and time compression approximation. Adv. Water Resour. 23(2): 189–194

    Article  Google Scholar 

  7. Zhan T L T and Ng C W W 2004 Analytical analysis of rainfall infiltration mechanism in unsaturated soils. Int. J. Geomech. 4(4): 273–284

    Article  Google Scholar 

  8. Hayek M 2016 Analytical solution to transient Richards’ equation with realistic water profiles for vertical infiltration and parameter estimation. Water Resour. Res. 52(6): 4438–4457

    Article  Google Scholar 

  9. Broadbridge P, Daly E and Goard J 2017 Exact solutions of the Richards equation with nonlinear plant-root extraction. Water Resour. Res. 53(11): 9679–9691

    Article  Google Scholar 

  10. Nayagum D, Schäfer G and Mosé R 2004 Modelling two-phase incompressible flow in porous media using mixed hybrid and discontinuous finite elements. Comput. Geosci. 8(1): 49–73

    Article  MATH  Google Scholar 

  11. Wang W, Rutqvist J, Görke U J, Birkholzer J T and Kolditz O 2011 Non-isothermal flow in low permeable porous media: a comparison of Richards’ and two-phase flow approaches. Environ. Earth Sci. 62(6): 1197–1207

    Article  Google Scholar 

  12. Farthing M W and Ogden F L 2017 Numerical solution of Richards’ equation: a review of advances and challenges. Soil Sci. Soc. Am. J. 81(6): 1257–1269

    Article  Google Scholar 

  13. Tavangarrad A H, Mohebbi B, Hassanizadeh S M, Rosati R, Claussen J and Blümich B 2018 Continuum-scale modeling of liquid redistribution in a stack of thin hydrophilic fibrous layers. Trans. Porous Med. 122(1): 203–219

    Article  MathSciNet  Google Scholar 

  14. Gardner W R 1958 Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Sci. 85(4): 228–232

    Article  Google Scholar 

  15. Gardner W R and Fireman M 1958 Laboratory studies of evaporation from soil columns in the presence of a water table. Soil Sci. 85(5): 244–249

    Article  Google Scholar 

  16. Molz F J and Remson I 1970 Extraction term models of soil moisture use by transpiring plants. Water Resour. Res. 6(5): 1346–1356

    Article  Google Scholar 

  17. Ritchie J T 1972 Model for predicting evaporation from a row crop with incomplete cover. Water Resour. Res. 8(5): 1204–1213

    Article  Google Scholar 

  18. Feddes R A, Kabat P, Van Bakel P J T, Bronswijk J J B and Halbertsma J 1988 Modelling soil water dynamics in the unsaturated zone—State of the art. J. Hydrol. 100(1–3): 69–111

    Article  Google Scholar 

  19. Prasad R 1988 A linear root water uptake model. J. Hydrol. 99(3–4): 297–306

    Article  Google Scholar 

  20. Basha H A 1994 Multidimensional steady infiltration with prescribed boundary conditions at the soil surface. Water Resour. Res. 30(7): 2105–2118

    Article  Google Scholar 

  21. Ojha C S P and Rai A K 1996 Nonlinear root-water uptake model. J. Irrig. Drain. Eng. 122(4): 198–202

    Article  Google Scholar 

  22. Wu J, Zhang R and Gui S 1999 Modeling soil water movement with water uptake by roots. Plant Soil 215(1): 7–17

    Article  Google Scholar 

  23. Li K Y, De Jong R and Boisvert J B 2001 An exponential root-water-uptake model with water stress compensation. J. Hydrol. 252(1–4): 189–204

    Article  Google Scholar 

  24. Zuo Q, Jie F, Zhang R and Meng L 2004 A generalized function of wheat’s root length density distributions. Vad. Zone J. 3(1): 271–277

    Article  Google Scholar 

  25. Mollerup M and Hansen S 2007 Power series solution for falling head ponded infiltration with evaporation. Water Resour. Res. 43(3)

  26. Young C, Wallender W, Schoups G, Fogg G, Hanson B, Harter T, Hopmans J, Howitt R, Hsiao T, Panday S, Tanji K, Ustin S and Ward K 2007 Modeling shallow water table evaporation in irrigated regions. Irrig. Drainage. Syst. 21: 119–132

    Article  Google Scholar 

  27. Couvreur V, Vanderborght J and Javaux M 2012 A simple three-dimensional macroscopic root water uptake model based on the hydraulic architecture approach. Hydrol. Earth Sys. Sci. 16(8): 2957–2971

    Article  Google Scholar 

  28. Sadeghi M, Shokri N and Jones S B 2012 A novel analytical solution to steady-state evaporation from porous media. Water Resour. Res. 48(9)

  29. Boughanmi M, Dridi L, Hamdi M, Majdoub R and Schäfer G 2018 Impact of floodwaters on vertical water fluxes in the deep vadose zone of an alluvial aquifer in a semi-arid region. Hydrol. Sci. J. 63(1): 136–153

    Article  Google Scholar 

  30. Salvucci G D 1993 An approximate solution for steady vertical flux of moisture through an unsaturated homogeneous soil. Water Resour. Res. 29(11): 3749–3753

    Article  Google Scholar 

  31. Basha H A 1999 One-dimensional nonlinear steady infiltration. Water Resour. Res. 35(6): 1697–1704

    Article  Google Scholar 

  32. Zhu J and Mohanty B P 2002 Analytical solutions for steady state vertical infiltration. Water Resour. Res. 38(8): 20-1-20–5

    Article  Google Scholar 

  33. Raats P A C 1972 Steady Infiltration from sources at arbitrary depth. Soil Sci. Soc. Am. J. 36(3): 399–401

    Article  Google Scholar 

  34. Warrick A W 1974 Solution to the one-dimensional linear moisture flow equation with water extraction. Soil Sci. Soc. Am. J. 38(4): 573–576

    Article  Google Scholar 

  35. Philip J R and Forrester R I 1975 Steady infiltration from buried, surface, and perched point and line sources in heterogeneous soils: II: Flow details and discussion. Soil Sci. Soc. Am. J. 39(3): 408–414

    Article  Google Scholar 

  36. Philip J R 1989 Asymptotic solutions of the seepage exclusion problem for elliptic-cylindrical, spheroidal, and strip- and disc-shaped cavities. Water Resour. Res. 25: 1531–1540

    Article  Google Scholar 

  37. Philip J R 1989 The seepage exclusion problem for sloping cylindrical cavities. Water Resour. Res. 25

  38. Yeh T-CJ 1989 One-dimensional steady state infiltration in heterogeneous soils. Water Resour. Res. 25(10): 2149–2158

    Article  Google Scholar 

  39. Srivastava R and Yeh J T C 1991 Analytical solultions for one-dimensional transient infiltration towards the water table in homogeneous and layered soils. Water Resour. Res. 27(5): 753–762

    Article  Google Scholar 

  40. Warrick A W 1991 Numerical approximations of Darcian flow through unsaturated soil. Water Resour. Res. 27(6): 1215–1222

    Article  Google Scholar 

  41. Shan C and Stephens D B 1995 Steady infiltration into a two-layered soil from a circular source. Water Resour. Res. 31(8): 1945–1952

    Article  Google Scholar 

  42. Philip J R 1998 Seepage shedding by parabolic capillary barriers and cavities. Water Resour. Res. 34(11): 2827–2835

    Article  Google Scholar 

  43. Basha H A 2000 Multidimensional quasi-linear steady infiltration toward a shallow water table. Water Resour. Res. 36(7): 1697–1705

    Article  Google Scholar 

  44. Warrick A W and Knight J H 2002 Two-dimensional unsaturated flow through a circular inclusion. Water Res. Res. 38(7): 18–21

    Article  Google Scholar 

  45. Warrick A W and Knight J H 2003 Steady infiltration from line sources into a layered profile. Water Res. Res. 39(12)

  46. Warrick A W and Knight J H 2004 Unsaturated flow through a spherical inclusion. Water Resour. Res. 40(5)

  47. Yuan F and Lu Z 2005 Analytical solutions for vertical flow in unsaturated, rooted soils with variable surface fluxes. Vad. Zone J. 4(4): 1210–1218

    Article  Google Scholar 

  48. Barontini S, Ranzi R and Bacchi B 2007 Water dynamics in a gradually nonhomogeneous soil described by the linearized Richards equation. Water Resour. Res. 43(8)

  49. Warrick A W , Hinnell A C, Ferré T P A and Knight J H 2008 Steady state lateral water flow through unsaturated soil layers. Water Resour. Res. 44(8)

  50. Huang R Q and Wu L Z 2012 Analytical solutions to 1-D horizontal and vertical water infiltration in saturated/unsaturated soils considering time-varying rainfall. Comput. Geotech. 39: 66–72

    Article  Google Scholar 

  51. De Luca D L and Cepeda J M 2016 Procedure to obtain analytical solutions of one-dimensional Richards’ equation for infiltration in two-layered soils. J. Hydrol. Eng. 21(7): 04016018

    Article  Google Scholar 

  52. Wu L Z, Zhang L M and Li X 2016 One-dimensional coupled infiltration and deformation in unsaturated soils subjected to varying rainfall. Int. J. Geomech. 16(2): 06015004

    Article  Google Scholar 

  53. Tracy F T and Vahedifard F 2022 Analytical solution for coupled hydro-mechanical modeling of infiltration in unsaturated soils. J. Hydrol. 612: 128198

    Article  Google Scholar 

  54. Zhang Z, Wang W, T-cJ Yeh, Chen L, Wang Z, Duan L, An K and Gong C 2016 Finite analytic method based on mixed-form Richards’ equation for simulating water flow in vadose zone. J. Hydrol. 537: 146–156

    Article  Google Scholar 

  55. Zhang Z, Wang W, Gong C, T-cJ Yeh, Wang Z, Wang Y-L and Chen L 2018 Finite analytic method for modeling variably saturated flows. Sci. Total Environ. 621: 1151–1162

    Article  Google Scholar 

  56. Suk H and Park E 2019 Numerical solution of the Kirchhoff-transformed Richards equation for simulating variably saturated flow in heterogeneous layered porous media. J. Hydrol. 579: 124213

    Article  Google Scholar 

  57. Zhang Z, Wang W, Gong C, T-cJ Yeh, Duan L and Wang Z 2021 Finite analytic method: analysis of one-dimensional vertical unsaturated flow in layered soils. J. Hydrol. 597: 125716

    Article  Google Scholar 

  58. Milly P C D 1985 Stability of the green-ampt profile in a delta function soil. Water Resour. Res. 21(3): 399–402

    Article  Google Scholar 

  59. Celia M A, Ahuja L R and Pinder G F 1987 Orthogonal collocation and alternating-direction procedures for unsaturated flow problems. Adv. Water Res. 10(4): 178–187

    Article  Google Scholar 

  60. Celia M A, Bouloutas E T and Zarba R L 1990 A general mass-conservative numerical solution for the unsaturated flow equation. Water Resour. Res. 26(7): 1483–1496

    Article  Google Scholar 

  61. Kirkland M R, Hills R G and Wierenga P J 1992 Algorithms for solving Richards’ equation for variably saturated soils. Water Resour. Res. 28(8): 2049–2058

    Article  Google Scholar 

  62. Hao X, Zhang R and Kravchenko A 2005 A mass-conservative switching method for simulating saturated–unsaturated flow. J. Hydrol. 311(1–4): 254–265

    Article  Google Scholar 

  63. Lai W and Ogden F L 2015 A mass-conservative finite volume predictor–corrector solution of the 1D Richards’ equation. J. Hydrol. 523: 119–127

    Article  Google Scholar 

  64. Ogden F L, Lai W, Steinke R C, Zhu J, Talbot C A and Wilson J L 2015 A new general 1-D vadose zone flow solution method, Water Resour. Res. 51

  65. Zhang Z, Wang W, Chen L, Zhao Y, An K, Zhang L and Liu H 2015 Finite analytic method for solving the unsaturated flow equation. Vadose Zone J. 14(1)

  66. Vrugt J A and Gao Y 2022 On the three‐parameter infiltration equation of Parlange et al.(1982): Numerical solution, experimental design, and parameter estimation. Vadose Zone J. 21(1)

  67. Haitjema H 2006 The role of hand calculations in ground water flow modeling. Groundwater 44(6): 786–791

    Article  Google Scholar 

  68. Ross P J and Parlange J-Y 1994 Comparing exact and numerical solutions of Richards’ equation for one-dimensional infiltration and drainage. Soil Sci. 157(6): 341–344

    Article  Google Scholar 

  69. Hayek M 2015 An analytical model for steady vertical flux through unsaturated soils with special hydraulic properties. J. Hydrol. 527: 1153–1160

    Article  Google Scholar 

  70. Philip J R 1969 Theory of infiltration. In: Adv. Hydroscience 5, Elsevier: 215-296

  71. Warrick A W 1988 Additional solutions for steady-state evaporation from a shallow water table. Soil Sci. 146(2): 63–66

    Article  Google Scholar 

  72. Warrick A W and Yeh T C J 1990 One-dimensional, steady vertical flow in a layered-soil profile. Adv. Water Resour. 13(4): 207–210

    Article  Google Scholar 

  73. Serrano S E 1998 Analytical decomposition of the nonlinear unsaturated flow equation. Water Resour. Res. 34(3): 397–407

    Article  Google Scholar 

  74. Serrano S E 2004 Modeling infiltration with approximate solutions to Richard’s equation. J. Hydrol. Eng. 9(5): 421–432

    Article  Google Scholar 

  75. Brooks R H and Corey A T 1964 Hydraulic properties of porous media. Colorado State University, Fort Collins, Colorado, USA, Hydrology Papers

    Google Scholar 

  76. Yeh T and –C J and Harvey D J, 1990 Effective unsaturated hydraulic conductivity of layered sands. Water Resour. Res. 26(6): 1271–1279

    Article  Google Scholar 

  77. Wildenschild D and Jensen K H 1999 Laboratory investigations of effective flow behavior in unsaturated heterogeneous sands. Water Resour. Res. 35(1): 17–27

    Article  Google Scholar 

  78. Elkateb T, Chalaturnyk R and Robertson P K 2003 An overview of soil heterogeneity: quantification and implications on geotechnical field problems. Can. Geotech. J. 40(1): 1–15

    Article  Google Scholar 

  79. Williams B M and Houseman G R 2014 Experimental evidence that soil heterogeneity enhances plant diversity during community assembly. J. Plant Ecol. 7(5): 461–469

    Article  Google Scholar 

  80. Sasidharan S, Bradford S A, Šimůnek J and Kraemer S R 2019 Drywell infiltration and hydraulic properties in heterogeneous soil profiles. J. Hydrol. 570: 598–611

    Article  Google Scholar 

  81. Soraganvi V S, Ababou R and Kumar M S M 2020 Effective flow and transport properties of heterogeneous unsaturated soils. Adv. Water Resour. 143: 103655

    Article  Google Scholar 

  82. Yeh T-CJ, Gelhar L W and Gutjahr A L 1985 Stochastic analysis of unsaturated flow in heterogeneous soils: 1. Statistically isotropic media. Water Resour. Res. 21(4): 447–456

    Article  Google Scholar 

  83. Yeh T-CJ, Gelhar L W and Gutjahr A L 1985 Stochastic analysis of unsaturated flow in heterogeneous soils: 2: Statistically anisotropic media with variable α. Water Resour. Res. 21(4): 457–464

    Article  Google Scholar 

  84. Yeh T-CJ, Gelhar L W and Gutjahr A L 1985 Stochastic analysis of unsaturated flow in heterogeneous soils: 3. Observations and applications. Water Resour. Res. 21(4): 465–471

    Article  Google Scholar 

  85. Mantoglou A and Gelhar L W 1987 Capillary tension head variance, mean soil moisture content, and effective specific soil moisture capacity of transient unsaturated flow in stratified soils. Water Resour. Res. 23(1): 47–56

    Article  Google Scholar 

  86. Mantoglou A and Gelhar L W 1987 Effective hydraulic conductivities of transient unsaturated flow in stratified soils. Water Resour. Res. 23(1): 57–67

    Article  Google Scholar 

  87. Mantoglou A and Gelhar L W 1987 Stochastic modeling of large-scale transient unsaturated flow systems. Water Resour. Res. 23(1): 37–46

    Article  Google Scholar 

  88. Zhu J and Mohanty B P 2003 Effective hydraulic parameters for steady state vertical flow in heterogeneous soils. Water Resour. Res. 39(8)

  89. Zhu J and Mohanty B P 2004 Soil hydraulic parameter upscaling for steady-state flow with root water uptake. Vadose Zone J. 3(4): 1464–1470

    Google Scholar 

  90. Neuweiler I and Eichel H 2006 Effective parameter functions for the Richards equation in layered porous media. Vadose Zone J. 5(3): 963–977

    Article  Google Scholar 

  91. Li N, Yue X and Ren L 2016 Numerical homogenization of the Richards equation for unsaturated water flow through heterogeneous soils. Water Resour. Res. 52(11): 8500–8525

    Article  Google Scholar 

  92. Ngo-Cong D, Mai-Duy N, Antille D L and van Genuchten M T 2020 A control volume scheme using compact integrated radial basis function stencils for solving the Richards equation. J. Hydrol. 580: 124240

    Article  Google Scholar 

  93. Barua G 2021 A few results for solving a certain class of ordinary differential equations. Zenodo

  94. Moore R 1939 Water conduction from shallow water tables. Hilgardia. 12(6): 383–426

    Article  Google Scholar 

  95. Nofziger D L and Wu J 2000 Soil Physics Teaching Tools: Steady-State Water Movement in Soils. J. Nat. Res. Life Sci. Edu. 29(1): 130–134

    Article  Google Scholar 

  96. Clausnitzer V and Hopmans J W 1994 Simultaneous modeling of transient three-dimensional root growth and soil water flow. Plant and Soil 164: 299–314

    Article  Google Scholar 

  97. Scarborough B 1966 Numerical Mathematical Analysis. Oxford and IBH Publ. Co., New Delhi

    MATH  Google Scholar 

  98. Davies J, Beven K, Rodhe A, Nyberg L and Bishop K 2013 Integrated modeling of flow and residence times at the catchment scale with multiple interacting pathways. Water Resour. Res. 49: 4738–4750

    Article  Google Scholar 

  99. Ameli A A, McDonnell J J and Bishop K 2016 The exponential decline in saturated hydraulic conductivity with depth: a novel method for exploring its effect on water flow paths and transit time distribution. Hydrol. Process. 30: 2438–2450

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gautam Barua.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Barua, G., Talukdar, J. An analytical solution to the steady one-dimensional Gardner-based infiltration equation for an inclined heterogeneous soil with any arbitrary root-water uptake function. Sādhanā 48, 94 (2023). https://doi.org/10.1007/s12046-023-02144-w

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12046-023-02144-w

Keywords

Navigation