Hostname: page-component-586b7cd67f-2brh9 Total loading time: 0 Render date: 2024-12-01T02:21:56.374Z Has data issue: false hasContentIssue false

Fast diffusion with loss at infinity

Published online by Cambridge University Press:  17 February 2009

J. R. Philip
Affiliation:
CSIRO Centre for Environmental Mechanics, Canberra, Australia, 2601.
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

We study the equation

Here s is not necessarily integral; m is initially unrestricted. Material-conserving instantaneous source solutions of A are reviewed as an entrée to material-losing solutions. Simple physical arguments show that solutions for a finite slug losing material at infinity at a finite nonzero rate can exist only for the following m-ranges: 0 < s < 2, −2s−1 < m ≤ −1; s > 2, −1 < m < −2s−1. The result for s = 1 was known previously. The case s = 2, m = −1, needs further investigation. Three different similarity schemes all lead to the same ordinary differential equation. For 0 < s < 2, parameter γ (0 < γ < ∞) in that equation discriminates between the three classes of solution: class 1 gives the concentration scale decreasing as a negative power of (1 + t/T); 2 gives exponential decrease; and 3 gives decrease as a positive power of (1 − t/T), the solution vanishing at t = T < ∞. Solutions for s = 1, are presented graphically. The variation of concentration and flux profiles with increasing γ is physically explicable in terms of increasing flux at infinity. An indefinitely large number of exact solutions are found for s = 1,γ = 1. These demonstrate the systematic variation of solution properties as m decreases from −1 toward −2 at fixed γ.

Type
Research Article
Copyright
Copyright © Australian Mathematical Society 1995

References

[1]Barenblatt, G. I., “On some unsteady motions of a liquid and a gas in a porous medium”, Akad. Nauk. SSSR. Prikl. Math. i Mekh. 16 (1952) 6778.Google Scholar
[2]Bouillet, J. E. and Gomes, S. M., “An equation with a singular nonlinearity related to diffusion problems in one dimension”, Quart. Appl. Math. 42 (1985) 395402.CrossRefGoogle Scholar
[3]King, J. R., “Exact similarity solutions to some nonlinear diffusion equations”, J. Phys. A: Math. Gen. 23 (1990) 36813697.CrossRefGoogle Scholar
[4]Pattle, R. E., “Diffusion from an instantaneous point source with a concentration-dependent coefficient”, Quart. J. Mech. Appl. Math. 12 (1959) 407409.CrossRefGoogle Scholar
[5]Philip, J. R., “Numerical solution of equations of the diffusion type with diffusivity concentration-dependent”, Trans. Faraday Soc. 51 (1955) 885892.CrossRefGoogle Scholar
[6]Philip, J. R., “On solving the unsaturated flow equation: 1. The flux-concentration relation”, Soil Sci. 116 (1973) 328335.CrossRefGoogle Scholar
[7]Philip, J. R., “Exact solutions for redistribution by nonlinear convection-diffusion”, J. Austral. Math. Soc. Ser. B 33 (1992) 363383.CrossRefGoogle Scholar
[8]Philip, J. R. and Knight, J. H., “On solving the unsaturated flow equation: 3. New quasi-analytical technique”, Soil Sci. 117 (1974) 113.]CrossRefGoogle Scholar
[9]Richardson, L. F., “The deferred approach to the limit, part 1”, Philos. Trans. Roy. Soc. London Ser. A 226 (1927) 299349.Google Scholar
[10]Rodríguez, A. and Vázquez, J. L., “A well posed problem in singular Fickian diffusion”, Arch. Rational Mech. Anal. 110 (1990) 141163.CrossRefGoogle Scholar
[11]Smiles, D. E., “Constant rate filtration of bentonite”, Chem. Eng. Sci. 33 (1978) 13551361.CrossRefGoogle Scholar
[12]Smiles, D. E., Knight, J. H. and Nguyen-Hoan, T. X. T., “Gravity filtration with accretion of slurry at constant rate”, Sep. Sci. Technol. 14 (1979) 174192.CrossRefGoogle Scholar
[13]Duijn, C. J. van, Gomes, S. M. and Hongfei, Z., “On a class of similarity solutions of the equation ut = (|u|m−1ux) x with m > − 1”, IMA J. Appl. Math. 41 (1988) 147163.CrossRefGoogle Scholar
[14]White, I., “Measured and approximate flux-concentration relation for absorption of water by soil”, Soil Sci. Soc. Amer. J. 43 (1979) 10741080.CrossRefGoogle Scholar
[15]White, I., Smiles, D. E. and Perroux, K. M., “Absorption of water by soil: the constant flux boundary condition”, Soil Sci. Soc. Amer. J. 43 (1979) 659664.CrossRefGoogle Scholar