Skip to main content
Log in

A general polynomial solution to convection–dispersion equation using boundary layer theory

  • Published:
Journal of Earth System Science Aims and scope Submit manuscript

Abstract

A number of models have been established to simulate the behaviour of solute transport due to chemical pollution, both in croplands and groundwater systems. An approximate polynomial solution to convection–dispersion equation (CDE) based on boundary layer theory has been verified for the use to describe solute transport in semi-infinite systems such as soil column. However, previous studies have only proposed low order polynomial solutions such as parabolic and cubic polynomials. This paper presents a general polynomial boundary layer solution to CDE. Comparison with exact solution suggests the prediction accuracy of the boundary layer solution varies with the order of polynomial expression and soil transport parameters. The results show that prediction accuracy increases with increasing order up to parabolic or cubic polynomial function and with no distinct relationship between accuracy and order for higher order polynomials (\(n\geqslant 3\)). Comparison of two critical solute transport parameters (i.e., dispersion coefficient and retardation factor), estimated by the boundary layer solution and obtained by CXTFIT curve-fitting, shows a good agreement. The study shows that the general solution can determine the appropriate orders of polynomials for approximate CDE solutions that best describe solute concentration profiles and optimal solute transport parameters. Furthermore, the general polynomial solution to CDE provides a simple approach to solute transport problems, a criterion for choosing the right orders of polynomials for soils with different transport parameters. It is also a potential approach for estimating solute transport parameters of soils in the field.

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

Similar content being viewed by others

References

  • Abbaspour K C, Johnson C A and van Genuchten M T 2004 Estimating uncertain flow and transport parameters using a sequential uncertainty fitting procedure; Vadose Zone J. 1340–1352.

  • Abbaspour K C, van Genuchten M T, Schulin R and Schläppi E 1997 A sequential uncertainty domain inverse procedure for estimating subsurface flow and transport parameters; Water Resour. Res. 33 (8) 1879–1892.

  • Clement T P 2001 Generalized solution to multispecies transport equations coupled with a first-order reaction network; Water Resour. Res. 37 (1) 157–163.

    Article  Google Scholar 

  • Deng Z -Q, de Lima J L M P and Singh V P 2005 Transport rate-based model for overland flow and solute transport: Parameter estimation and process simulation; J. Hydrol. 315 (1–4) 220–235.

  • Elprince A M and Day P R 1977 Fitting solute breakthrough equations to data using 2 adjustable parameters; Soil Sci. Soc. Am. J. 41 (1) 39–41.

    Article  Google Scholar 

  • Field M S and Pinsky P F 2000 A two-region nonequilibrium model for solute transport in solution conduits in karstic aquifers; J. Contam. Hydrol. 44 (3–4) 329–351.

    Article  Google Scholar 

  • Flury M and Flühler H 1994 Brilliant blue fcf as a dye tracer for solute transport studies—A toxicological overview ; J. Environ. Qual. 23 (5).

  • Ge Y and Boufadel M C 2006 Solute transport in multiple-reach experiments: Evaluation of parameters and reliability of prediction; J. Hydrol. 323 (1–4) 106–119.

    Article  Google Scholar 

  • Irsa J and Zhang Y 2012 A direct method of parameter estimation for steady state flow in heterogeneous aquifers with unknown boundary conditions; Water Resour. Res. 48 (9).

  • Jacques D, Simunek J, Timmerman A and Feyen J 2002 Calibration of Richards’ and convection-dispersion equations to field-scale water flow and solute transport under rainfall conditions; J. Hydrol. 259 (1–4) 15–31.

    Article  Google Scholar 

  • Leij F J, Skaggs T H and van Genuchten M T 1991 Analytical solutions for solute transport in three-dimensional semi-infinite porous media; Water Resour. Res. 27 (10) 2719–2733.

  • Lindstrom F T, Haque R, Freed V H and Boersma L 1967 The movement of some herbicides in soils: Linear diffusion and convection of chemicals in soils; Environ. Sci. Technol. 1 (7) 561–565.

    Article  Google Scholar 

  • Padilla I Y, Yeh T C J and Conklin M H 1999 The effect of water content on solute transport in unsaturated porous media; Water Resour. Res. 35 (11) 3303–3313.

    Article  Google Scholar 

  • Ross P J 2003 Modeling soil water and solute transport – Fast, simplified numerical solutions; Agron. J. 95 (6).

  • Russo D, Zaidel J and Laufer A 1998 Numerical analysis of flow and transport in a three-dimensional partially saturated heterogeneous soil; Water Resour. Res. 34(6) 1451–1468.

  • Sardin M, Schweich D, Leij F J and van Genuchten M T 1991 Modeling the nonequilibrium transport of linearly interacting solutes in porous-media – A review; Water Resour. Res. 27 (9) 2287–2307.

  • Shao M, Horton R and Miller R K 1998 An approximate solution to the convection–dispersion equation of solute transport in soil; Soil Sci. 163 (5) 339–345.

    Article  Google Scholar 

  • Sposito G, White R E, Darrah P R and Jury W A 1986 A transfer function model of solute transport through soil. 3: The convection–dispersion equation; Water Resour. Res. 22 (2) 255–262.

    Article  Google Scholar 

  • Toride N, Leij F and van Genuchten M 1995 The CXTFIT code for estimating transport parameters from laboratory or field tracer experiments, Version 2.0, Research Report No. 137, Laboratory Publication.

  • van Genuchten M T and Parker J C 1984 Boundary conditions for displacement experiments through short laboratory soil columns; Soil Sci. Soc. Am. J. 48 (4).

  • Wang Q, Zhan H and Tang Z 2013 A new parameter estimation method for solute transport in a column; Ground Water 51 (5) 714–722.

    Article  Google Scholar 

  • Ward A L, Elrick D E and Kachanoski R G 1994 Laboratory measurements of solute transport using time domain reflectometry; Soil Sci. Soc. Am. J. 58 (4).

  • Yamaguchi T, Yokosi S and Moldrup P 1989 Using breakthrough curves for parameter estimation in the convection–dispersion model of solute transport; Soil Sci. Soc. Am. J. 53 (6) 1635–1641.

    Article  Google Scholar 

  • You K and Zhan H 2013 New solutions for solute transport in a finite column with distance-dependent dispersivities and time-dependent solute sources; J. Hydrol. 487 87–97.

    Article  Google Scholar 

  • Zheng J 2001 Boundary layer method for solute transport in soils; Master Thesis, Northwest A & F University.

  • Zhou B B, Shao M A, Wang Q J and Yang T 2011 Effects of different rock fragment contents and sizes on solute transport in soil columns; Vadose Zone J. 10 (1) 386–393.

    Article  Google Scholar 

  • Ziskind G, Shmueli H and Gitis V 2011 An analytical solution of the convection–dispersion-reaction equation for a finite region with a pulse boundary condition; Chem. Eng. J. 167 (1) 403–408.

    Article  Google Scholar 

Download references

Acknowledgements

This study was financially supported by the National Natural Science Foundation of China (Nos. 41530854 and 41571130081). We are indebted to the editors and reviewers for their constructive comments and suggestions during the review process of this work.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Laiming Huang.

Additional information

Corresponding editor: Subimal Ghosh

Appendix

Appendix

We assume the nth order polynomial approximate concentration profile for a boundary layer solution to CDE to express resident concentration as:

$$\begin{array}{@{}rcl@{}} &&C_{r} \left( {x,t} \right)= a_{0} \left( t \right)\,+\,a_{1} \left( t \right)x\,+\,a_{2} \left( t \right)x^{2}\,+\,\cdots\\ && +a_{n-2} \left( t \right)x^{n-2}\,+\,a_{n-1} \left( t \right)x^{n-1}\,+\,a_{n} \left( t \right)x^{n}. \end{array} $$
(A1)

The boundary-layer conditions assumed in this paper include

$$\begin{array}{@{}rcl@{}} C_{r} \left( {d\left( t \right),t} \right)\!\!\!\!&=&\!\!\!\!\frac{\partial C_{r} \left( {d\left( t \right),t} \right)}{\partial x}\,=\,\frac{\partial^{2}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{2}}\\ &=&\!\!\!\!\frac{\partial^{3}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{3}}\,=\,{\cdots} \\ &=&\!\!\!\!\frac{\partial^{n-3}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{n-3}}\,=\,\frac{\partial^{n-2}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{n-2}}\\ &=&\!\!\!\! \frac{\partial^{n-1}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{n-1}}\,=\,0. \end{array} $$
(A2)

Equation (A2) is corrected for n > 1. When n = 1, the boundary-layer condition is

$$ C_{r} \left( {d\left( t \right),t} \right)=0, $$
(A3)

and the (n − 1)-order derivative of equation (A1) is expressed as:

$$\begin{array}{@{}rcl@{}} \frac{\partial^{n-1}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{n-1}}\!\!\!\!&=&\!\!\!\!\left( \left( {n-1} \right)\left( {n-2} \right)\left( {n-3} \right)\cdots\right. \\ &&\!\!\!\! \left.\times\, 3\times 2\times 1 \right)a_{n-1} \left( t \right)\\ &&\!\!\!\! +\left( n\left( {n-1} \right)\left( {n-2} \right)\cdots\right.\\ &&\!\!\!\! \left. \times\, 4\times 3\times 2 \right)a_{n} \left( t \right)d\left( t \right)\\ &=&\!\!\!\!0. \end{array} $$
(A4)

Then, a n (t) is expressed by a n−1(t) as follows:

$$\begin{array}{@{}rcl@{}} a_{n} \left( t \right)=-\frac{a_{n-1} \left( t \right)}{nd\left( t \right)}. \end{array} $$
(A5)

Also, the (n − 2)-order derivative of equation (A5) is given as:

$$\begin{array}{@{}rcl@{}}\frac{\partial^{n-2}C_{r} \left( {d\left( t \right),t} \right)}{\partial x^{n-2}}\!\!\!\!&=&\!\!\!\! \left( \left( {n\,-\,2} \right)\left( {n\,-\,3} \right)\left( {n\,-\,4} \right)\cdots\right.\\ &&\!\!\!\! \left. \times\, 3\!\times\! 2\!\times\! 1 \right)a_{n-2} \left( t \right) \\ &&\!\!\!\! + \left( \left( {n\,-\,1} \right)\left( {n\,-\,2} \right)\left( {n\,-\,3} \right)\cdots\right.\\ &&\!\!\!\! \left. \times\, 4\!\times\! 3\!\times\! 2 \right)a_{n-1} \left( t \right)d\left( t \right) \\ &&\!\!\!\! + \left( n\left( {n\,-\,1} \right)\left( {n\,-\,2} \right){\cdots} \!\times\! 5\right.\\ &&\!\!\!\! \left.\times\, 4\!\times\! 3 \right)a_{n} \left( t \right)d^{2}\left( t \right)\,=\,0. \end{array} $$
(A6)

Substituting equation (A5) to equation (A6), the relationship of a n−1(t) and a n−2(t) is obtained by

$$\begin{array}{@{}rcl@{}} a_{n-1} \left( t \right)=-\frac{2a_{n-2} \left( t \right)}{\left( {n-1} \right)d\left( t \right)}. \end{array} $$
(A7)

Then, integrating equation (A5) with equation (A7), a n (t) is expressed in terms of a n−2(t) as follows:

$$ a_{n} \left( t \right)=\frac{2a_{n-2} \left( t \right)}{n\left( {n-1} \right)d^{2}\left( t \right)}. $$
(A8)

In the same way, the k-order derivative of equation (A1) is obtained as follows:

$$\begin{array}{@{}rcl@{}} \frac{\partial^{k}C_{r} ({d(t),t})}{\partial x^{k}}\!\!\!\! &=&\!\!\!\! (k({k\,-\,1})({k\,-\,2})\!\times\! {\cdots} \!\times\! 3\!\times\! 2\! \times\! 1)a_{k} (t) \\ &&\!\!\!\! +\, (({k\,+\,1})k({k\,-\,1})\!\cdots\\ &&\!\!\!\! \times\, 4\!\times\! 3 \!\times\! 2)a_{k+1} (t)d (t) \,+\, \cdots\\ &&\!\!\!\! +\, (({n\,-\,1}) ({n\,-\,2}) ({n\,-\,3}) \!\times\! \cdots\\ &&\!\!\!\! \times\, ({n\,-\,k})a_{n-1} (t) d^{n-1-k} (t))\\ &&\!\!\!\! +\, (n({n\,-\,1})({n\,-\,2})\times \cdots\\ &&\!\!\!\! \times\, ({n\,-\,k\,+\,1})a_{n} (t)d^{n-k} (t)). \end{array} $$
(A9)

Then, equation (A9) is correct when 1 ≤ kn − 1. By using boundary layer conditions, equations (A2) and (A9) are simplified as follows:

$$\begin{array}{@{}rcl@{}} ({n-k})!a_{k} (t)\!\!\!\!\!&+&\!\!\!\!\frac{({k\,+\,1})!}{k!}\frac{({n\,-\,k})!}{1!}a_{k+1} (t)d(t)\,+\,{\cdots} \\ &+&\!\!\!\! \frac{({n\,-\,1})!}{k!}\frac{({n\,-\,k})!}{({n\,-\,1\,-\,k})!}a_{n-1} (t)d^{n-1-k}(t)\\ &+&\!\!\!\! \frac{n!}{k!}\frac{({n\,-\,k})!}{({n\,-\,k})!}a_{n} (t)d^{n-k}(t)\,=\,0 . \end{array} $$
(A10)

Each term in equation (A10) can be expressed in terms of a k (t). From this analogy, the nth time coefficients in equation (A1) are reduced to a single coefficient. The coefficient of the kth term of equation (A1) then becomes

$$\begin{array}{@{}rcl@{}} a_{k}(t)\!\!\!&=&\!\!\!({-1})^{k}\frac{n!}{k!({n\,-\,k})!d^{k}(t)}a_{0}(t)\\ \!\!&=&\!\!\!({-1})^{k}{C}_{n}^{k} a_{0} (t) . \end{array} $$
(A11)

Equation (A11) is valid for kn. Therefore, the alternative expression of equation (A1) with only one coefficient is given as

$$ C_{r} \left( {x,t} \right)=\frac{vd\left( t \right)C_{0}} {vd\left( t \right)+nD}\left( {1-\frac{x}{d\left( t \right)}} \right)^{n}\!\!\!. $$
(A12)

Then,using the same deduction procedure discussed in the main text of the paper, d(t) is obtained as

$$ d(t)\,=\,\frac{({n\,+\,1})vt}{2R}\,+\,\sqrt{\left( {\frac{({n\,+\,1})vt}{2R}}\right)^{2}\,+\,\frac{n({n\,+\,1})Dt}{R}} . $$
(A13)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, J., Shao, M., Huang, L. et al. A general polynomial solution to convection–dispersion equation using boundary layer theory. J Earth Syst Sci 126, 40 (2017). https://doi.org/10.1007/s12040-017-0820-4

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12040-017-0820-4

Keywords

Navigation