Constant rate rainfall infiltration: A versatile nonlinear model, I. Analytic solution

Analytic solutions are presented for a nonlinear diffusion-convection model describing constant rate rainfall infiltration in uniform soils and other porous materials. The model is based on the Darcy-Buckingham approach to unsaturated water flow and assumes simple functional forms for the soil water diffusivity D(θ) and hydraulic conductivity K(θ) which depend on a single free parameter C and readily measured soil hydraulic properties. These D(θ) and K(θ) yield physically reasonable analytic moisture characteristics. The relation between this model and other models which give analytic solutions is explored. As C→ ∞, the model reduces to the weakly nonlinear Burgers' equation, which has been applied in certain field situations. At the other end of the range as C→1, the model approaches a Green-Ampt-like model. A wide range of realistic soil hydraulic properties is encompassed by varying the C parameter. The general features of the analytic solutions are illustrated for selected C values. Gradual and steep wetting profiles develop during rainfall, aspects seen in the laboratory and field. In addition, the time-dependent surface water content and surface water pressure potential are presented explicitly. A simple traveling wave approximation is given which agrees closely with the exact solution at comparatively early infiltration times.

[1]  Philip Broadbridge,et al.  Time to ponding: Comparison of analytic, quasi‐analytic, and approximate predictions , 1987 .

[2]  J. Parlange,et al.  A parameter‐efficient hydrologic infiltration model , 1978 .

[3]  C. Braester Moisture variation at the soil surface and the advance of the wetting front during infiltration at constant flux , 1973 .

[4]  H. Fujita The Exact Pattern of a Concentration-Dependent Diffusion in a Semi-infinite Medium, Part II , 1952 .

[5]  Vedat Batu Steady Infiltration from Single and Periodic Strip Sources , 1978 .

[6]  John Knight,et al.  ON SOLVING THE UNSATURATED FLOW EQUATION: 3. NEW QUASI‐ANALYTICAL TECHNIQUE , 1974 .

[7]  T. Talsma In situ measurement of sorptivity , 1969 .

[8]  J. Knight Solutions of the nonlinear diffusion equation: existence, uniqueness, and estimation , 1973, Bulletin of the Australian Mathematical Society.

[9]  D. Smiles Constant rate filtration of bentonite , 1978 .

[10]  A. W. Warrick,et al.  Time-Dependent Linearized Infiltration. I. Point Sources1 , 1974 .

[11]  J. Philip Linearized unsteady multidimensional infiltration , 1986 .

[12]  M. J. Sully,et al.  Macroscopic and microscopic capillary length and time scales from field infiltration , 1987 .

[13]  W. Green,et al.  Studies on Soil Phyics. , 1911, The Journal of Agricultural Science.

[14]  J. Cole On a quasi-linear parabolic equation occurring in aerodynamics , 1951 .

[15]  P. Broadbridge Non-integrability of non-linear diffusion-convection equations in two-spatial dimensions , 1986 .

[16]  Philip Broadbridge,et al.  Constant rate rainfall infiltration: A versatile nonlinear model, II. Applications of solutions , 1988 .

[17]  Herman Bouwer,et al.  Unsaturated flow in ground-water hydraulics , 1964 .

[18]  Wilfried Brutsaert,et al.  Universal constants for scaling the exponential soil water diffusivity , 1979 .

[19]  J. Philip,et al.  THE THEORY OF INFILTRATION: 2. THE PROFILE OF INFINITY , 1957 .

[20]  J. Philip,et al.  The Theory of Infiltration , 1958 .

[21]  W. R. Gardner,et al.  Comparison of Empirical Relationships between Pressure Head and Hydraulic Conductivity and Some Observations on Radially Symmetric Flow , 1971 .

[22]  G. M.,et al.  Partial Differential Equations I , 2023, Applied Mathematical Sciences.

[23]  R. Wooding,et al.  Steady Infiltration from a Shallow Circular Pond , 1968 .

[24]  Y. Yortsos,et al.  On the exactly solvable equation$S_t = [ ( \beta S + \gamma )^{ - 2} S_x ]_x + \alpha ( \beta S + \gamma )^{ - 2} S_x $ Occurring in Two-Phase Flow in Porous Media , 1982 .

[25]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[26]  Randel Haverkamp,et al.  A Comparison of Numerical Simulation Models For One-Dimensional Infiltration1 , 1977 .

[27]  David L. Clements,et al.  On two phase filtration under gravity and with boundary infiltration: application of a bäcklund transformation , 1983 .

[28]  J. R. Philip RECENT PROGRESS IN THE SOLUTION OF NONLINEAR DIFFUSION EQUATIONS , 1974 .

[29]  J. R. Philip Flow in porous media , 1970 .

[30]  J. C. Jaeger,et al.  Conduction of Heat in Solids , 1952 .

[31]  J. Parlange THEORY OF WATER-MOVEMENT IN SOILS: I. ONE-DIMENSIONAL ABSORPTION , 1971 .

[32]  J. Rubin,et al.  Soil Water Relations During Rain Infiltration: I. Theory1, 2 , 1963 .

[33]  E. Hopf The partial differential equation ut + uux = μxx , 1950 .

[34]  Brent Clothier,et al.  Measurement of Sorptivity and Soil Water Diffusivity in the Field , 1981 .

[35]  Hubert J. Morel-Seytoux,et al.  Analytical results for prediction of variable rainfall infiltration , 1982 .

[36]  J. R. Philip,et al.  Reply To “Comments on Steady Infiltration from Spherical Cavities , 1985 .

[37]  S. Zegelin,et al.  Design for a Field Sprinkler Infiltrometer 1 , 1982 .

[38]  G. Rosen Method for the Exact Solution of a Nonlinear Diffusion-Convection Equation , 1982 .

[39]  I. White Measured and Approximate Flux-Concentration Relations for Absorption of Water by Soil , 1979 .

[40]  J. Parlange THEORY OF WATER MOVEMENT IN SOILS: 8.: One‐dimensional infiltration with constant flux at the surface , 1972 .

[41]  J. Philip,et al.  THE THEORY OF INFILTRATION: 4. SORPTIVITY AND ALGEBRAIC INFILTRATION EQUATIONS , 1957 .

[42]  H. Morel‐Seytoux Derivation of equations for variable rainfall infiltration , 1978 .

[43]  M. L. Storm,et al.  Heat Conduction in Simple Metals , 1951 .

[44]  J. Philip,et al.  Theory of Infiltration , 1969 .

[45]  J. R. Philip,et al.  Exact solutions in nonlinear diffusion , 1974 .