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Semi-analytical Solutions of Multiprocessing Non-equilibrium Transport Equations with Linear and Exponential Distance-Dependent Dispersivity

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Abstract

In this paper, a semi-analytical solution of multiprocess non-equilibrium (MPNE) transport equations with linear and exponential distance-dependent dispersivity is developed. The model has been used to simulate the laboratory experimental data of chloride and fluoride solutes through a 15 m long heterogeneous soil column. It is observed that a better fit to the observed breakthrough curves is obtained, when the mass transfer between advective and non-advection region is considered. It is also observed that both linear and exponential distance-dependent dispersion models give a good fit to the observed breakthrough curves, however, the exponential distance-dependent dispersion model gives a much better fit. The estimated transport parameters can be used for simulation of observed data of reactive plume through the porous media at field scale and also for the remediation of contaminated subsurface soil.

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References

  • Abramowitz M, Stegun IA (1972) Handbook of mathematical functions with formulas, graphs, and mathematical tables. Government Printing Off, Washington DC

    Google Scholar 

  • Bear J (1972) Dynamics of fluids in porous media. Elsevier, New Yorker 764pp

  • Brusseau ML, Jessup RE, Rao PSC (1989) Modeling the transport of solutes influenced by multiprocess nonequilibrium. Water Resour Res 25(9):1971–1988

    Article  Google Scholar 

  • Brusseau ML, Jessup RE, Rao PSC (1992) Modelling solute transport influenced by multi- process nonequilibrium and transformation reactions. Water Resour Res 28(1):175–182

    Article  Google Scholar 

  • Chen JS, Ni CF, Liang CP (2008) Analytical power series solutions to the two-dimensional advection-dispersion equation with distance-dependent dispersivities. Hydrol Process 22:4670–4678

    Article  Google Scholar 

  • de Hoog, FR, Knight JH, Stokes AN (1982) An improved method for numerical inversion of Laplace transforms. SIAM J Sci Stat Comput

  • Dentz M, Kinzelbach H, Attinger S, Kinzelbach W (2000) Tempral behavior of solute cloud in a heterogeneous porous medium 1. Point-like injection. Water Resour Res 36(12):3591–3614

    Article  Google Scholar 

  • Dentz M, Gouze P, Carrera J (2011) Effective non-local reaction kinetics for transport in physically and chemically heterogeneous media. J Contam Hydrol 222–236

  • Gao G, Feng S, Zhan H, Huang G, Ma X (2009) Evaluation of anomalous solute transport in a large heterogeneous soil column with mobile-immobile model. J Hydrol Eng 14(9):966–974

    Article  Google Scholar 

  • Gao G, Zhan H, Feng S, Fu B, Ma Y, Huang G (2010) A new mobile‐immobile model for reactive solute transport with scale‐dependent dispersion. Water Resour Res 46, W08533. doi:10.1029/2009WR008707

    Google Scholar 

  • Gelhar LW (1993) Stochastic subsurface hydrology. Prentice-Hall, Englewood Cliffs

    Google Scholar 

  • Huang K, Toride N, van Genuchten MT (1995) Experimental investigation of solute transport in large, homogeneous and heterogeneous, saturated soil columns. Transp Porous Media 18(3):283–302

    Article  Google Scholar 

  • Hunt B (1998) Contaminant source solutions with scale-dependent dispersivities. J Hydrol Eng 3(4):268–275

    Article  Google Scholar 

  • Hunt B (2002) Scale-dependent dispersion from pit. J Hydrol Eng 7(2):168–174

    Article  Google Scholar 

  • Joshi N, Ojha CSP, Sharma PK (2012) A non-equilibrium model for reactive contaminant transport through fractured porous media: model development and semi analytical solution. Water Resour Res 48, W10511. doi:10.1029/2011WR011621

    Google Scholar 

  • Kool JB, Parker JC (1988) Analysis of the inverse problem for transient unsaturated flow. Water Resour Res 24(6):817–830

    Article  Google Scholar 

  • Leij FJ, Skaggs TH, Van Genuchten MT (1991) Analytical solutions for solute transport in three‐dimensional semi‐infinite porous media. Water Resour Res 27(10):2719–2733

    Article  Google Scholar 

  • Logan JD (1996) Solute transport in porous media with scale-dependent dispersion and periodic boundary conditions. J Hydrol 184(3–4):261–276

    Article  Google Scholar 

  • Mishra S, Parker JC (1990) Analysis of solute transport with a hyperbolic scale‐dependent dispersion model. Hydrol Process 4(1):45–57

    Article  Google Scholar 

  • Neville J, Ibaraki M, Sudicky EA (2000) Solute transport with multiprocess nonequilibrium: a semi-analytical solution approach. J Contam Hydrol 44:141–159

    Article  Google Scholar 

  • Ogata A (1970) Theory of dispersion in a granular medium. US Geol Surv Prof Paper 411-I

  • Pang L, Hunt B (2001) Solutions and verification of scale-dependent dispersion model. J Contam Hydrol 53(1):21–39

    Article  Google Scholar 

  • Papapetridis K, Paleologos EK (2012) Sampling frequency of groundwater monitoring and remediation delay at contaminated sites. Water Resour Manag 26(9):2673–2688

    Article  Google Scholar 

  • Pickens JF, Grisak GE (1981) Modeling of scale dependent dispersion in hydrogeologic systems. Water Resour Res 17(6):1701–1711

    Article  Google Scholar 

  • Sharma PK, Srivastava R (2012) Concentration profiles and spatial moments for reactive transport through porous media. J Hazard Toxic Radio Waste 16(2):125–133

    Article  Google Scholar 

  • Swami D, Sharma PK, Ojha CSP (2014) Simulation of experimental breakthrough curves using multiprocess non-equilibrium model for reactive solute transport in stratified porous media. Sadhana Indian Acad Sci 39(Part 6):1425–1446

    Google Scholar 

  • van Genuchten MT (1981) Analytical solutions for chemical transport with simultaneous, zero-order production and first-order decay. J Hydrol 49(3):213–233

    Article  Google Scholar 

  • van Genuchten MT, Wierenga PJ (1976) Mass transfer studies in sorbing porous media: I. Analytical solutions. Soil Sci Am J 40(4):473–480

    Article  Google Scholar 

  • Yates SR (1990) An analytical solution for one-dimensional transport in heterogeneous porous media. Water Resour Res 26(10):2331–2338

    Article  Google Scholar 

  • Yates SR (1992) An analytical solution for one-dimensional transport in heterogeneous porous media with an exponential dispersion function. Water Resour Res 28(8):2149–2154

    Article  Google Scholar 

Download references

Acknowledgments

Authors would like to acknowledge the financial support by DST New Delhi through a sponsored research project no. DST-456-CED. Authors are very thankful to reviewers for good suggestions for improving the manuscript.

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Correspondence to Pramod Kumar Sharma.

Appendices

Appendix 1: Analytical Solution for Linear Distance-Dependent Dispersion Coefficient

Substitute Eq. (5b) into Eq. (16),

$$ \left(Kx{V}_a+{D}_0\right)\frac{d^2Y}{d{x}^2}+{V}_a\left(k-1\right)\frac{dY}{dx}-\varPsi Y=0 $$
(A1)

Defining new variable \( \xi =\sqrt{\left(kx{V}_a+{D}_0\right)} \), Eq. (A1) can be written as:

$$ {\xi}^2\frac{d^2Y}{d{\xi}^2}+\left(1-\frac{2}{k}\right)\frac{dY}{d\xi }-{\left(\frac{2}{k{V}_a}\right)}^2\varPsi {\xi}^2Y=0 $$
(A2)

Equation (A2) has the form of the following Bessel equation by Abramowitz and Stegun (1972):

$$ {\xi}^2\frac{d^2Y}{d{\xi}^2}+\left(1-\gamma \right)\xi \frac{dY}{d\xi }-\left(-{\lambda}^2{\eta}^2{\xi}^{2\eta }+{\gamma}^2-{\gamma}^2{\eta}^2\right)Y=0 $$
(A3)

where, γ = 2/k, \( \lambda =\frac{2}{k{V}_a}\sqrt{\varPsi } \), η = 1

Therefore, from Abramowitz and Stegun (1972), a general solution of Eq. (A3) can be written as:

$$ Y={\xi}^{\gamma}\left\{{B}_1{K}_{\gamma}\left(\lambda \xi \right)+{B}_2{I}_{\gamma}\left(\lambda \xi \right)\right\} $$
(A4)

where B 1 and B 2 are two constants, which are used to satisfy the boundary conditions.

The solute concentration in the advective region in Laplace domain can be written as:

$$ \overline{C_a}={\xi}^{\gamma}\left\{{B}_1{K}_{\gamma}\left(\lambda \xi \right)+{B}_2{I}_{\gamma}\left(\lambda \xi \right)\right\}+{A}_4/{A}_3 $$
(A5)

In terms of the lower boundary condition given by Eq. (6c), \( d\overline{C_a}/d\xi \) must remain finite when ξ → ∞, thus B 2 must remain zero based on the properties of modified Bessel functions of Abramowitz and Stegun (1972). Then Eq. (A5) becomes:

$$ \overline{C_a}={\xi}^{\gamma }{B}_1{K}_{\gamma}\left(\lambda \xi \right)+{A}_4/{A}_3 $$
(A6)

One can obtain the solution of \( \overline{C_a} \) after getting the value of B 1 with different inlet boundary conditions as mentioned below:

  1. Case 1A:

    Constant concentration boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, then the following expression has been obtained:

    $$ {B}_1=\frac{C_0/P-{A}_4/{A}_3}{\xi_0^{\gamma }{K}_{\gamma}\left(\lambda {\xi}_0\right)} $$
    (A7)

    When the value of molecular diffusion coefficient D 0 is equal to zero, then the following expression is been obtained:

    $$ {B}_1=\left(\frac{C_0}{P}-\frac{A_4}{A_3}\right)\frac{\lambda^{\gamma }}{2^{\gamma -1}\varGamma \left(\gamma \right)} $$
    (A8)
  2. Case 1B:

    Pulse type boundary condition

    For the case of pulse type boundary condition the Eqs. (A7) and (A8) can be written as:

    $$ {B}_1=\frac{\left({C}_0/P\right)\left(1-{e}^{\left(-P{t}_0\right)}\right)-{A}_4/{A}_3}{\xi_0^{\gamma }{K}_{\gamma}\left(\lambda {\xi}_0\right)} $$
    (A9)
    $$ {B}_1=\left(\frac{C_0}{P}\left(1-{e}^{\left(-P{t}_0\right)}\right)-\frac{A_4}{A_3}\right)\frac{\lambda^{\gamma }}{2^{\gamma -1}\varGamma \left(\gamma \right)} $$
    (A10)

    Equation (A9) needs to be used when D0 is zero, otherwise Eq. (A10) has to be used.

  3. Case 1C:

    Constant flux type boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, then following expression has been obtained:

    $$ {B}_1=2\gamma \frac{C_0/P-{A}_4/{A}_3}{\lambda {\xi}_0^{\gamma +1}{K}_{\gamma +1}\left(\lambda {\xi}_0\right)} $$
    (A11)

    When the value of molecular diffusion coefficient, D 0  = 0, the value of dispersion coefficient, D(x) = 0 at x =0, and constant flux type boundary condition becomes equal to constant concentration type boundary condition.

  4. Case 1D:

    Instantaneous solute input boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, one obtains

    $$ {B}_1=2\gamma \frac{M/{V}_a-{A}_4/{A}_3}{\lambda {\xi}_0^{\gamma +1}{K}_{\gamma +1}\left(\lambda {\xi}_0\right)} $$
    (A12)

    When the value of molecular diffusion coefficient D 0 is equal to zero, the following expression results:

    $$ {B}_1=\left(\frac{M}{V_a}-\frac{A_4}{A_3}\right)\frac{\lambda^{\gamma }}{2^{\gamma -1}\varGamma \left(\gamma \right)} $$
    (A13)

Appendix 2: Analytical Solution for Exponential Dispersion Coefficient

Substituting the value of exponential dispersion coefficient from Eq. (5c) into Eq. (16), we get

$$ \left[{a}_1\left(1-{e}^{-{b}_1x}\right){V}_a+{D}_0\right]\frac{d^2Y}{d{x}^2}+\left({a}_1{b}_1V{e}^{-{b}_1x}-{V}_a\right)\frac{dY}{dx}-\varPsi Y=0 $$
(A14)

Defining a new parameter \( z=H{e}^{b_1x} \), where H = 1 + D 0/(a 1 V a )Equation (30) can be simplified as:

$$ z\left(1-z\right)\frac{d^2Y}{d{z}^2}+z\left(1-\frac{1}{a_1{b}_1H}\right)\frac{dY}{dz}-\frac{1}{H{a}_1{V}_a{b_1}^2}\varPsi Y=0 $$
(A15)

Equation (A15) has the form of the following Gauss hypergeometric equation (Abramowitz and Stegun 1972; Gao et al. 2010):

$$ z\left(1-z\right)\frac{d^2Y}{d{z}^2}+z\left(Q-\left(1+m+n\right)\right)\frac{dY}{dz}-mnY=0 $$
(A16)

where Q = 0 and

$$ m=\frac{1}{2{a}_1{b}_1H}\left[-1+\sqrt{\left(1+\frac{4{a}_1H}{V_a}\varPsi \right)}\right] $$
(A17)
$$ n=\frac{1}{2{a}_1{b}_1H}\left[-1-\sqrt{\left(1+\frac{4{a}_1H}{V_a}\varPsi \right)}\right] $$
(A18)

As 1 ≤ z < ∞, the solution of Eq. (A17) can be written in terms of the hypergeometric function as follows by Abramowitz and Stegun (1972):

$$ Y={B}_3{z}^{-m}F\left(m,m+1;m-n+1;{z}^{-1}\right)+{B}_4{z}^{-n}F\left(n,n+1;n-m+1;{z}^{-1}\right) $$
(A19)

where F(m, m + 1; m − n + 1; z − 1) and F(n, n + 1; n − m + 1; z − 1) are the Gauss hyper geometric functions, B 3 and B 4 are integration constants whose values depend on the boundary conditions.

Therefore, the solute concentration in the advective region in the Laplace domain is

$$ \begin{array}{l}\overline{C_a}={B}_3{z}^{-m}F\left(m,m+1;m-n+1;{z}^{-1}\right)\\ {}\kern3.72em +{B}_4{z}^{-n}F\left(n,n+1;n-m+1;{z}^{-1}\right)+{A}_4/{A}_3\end{array} $$
(A20)

In terms of the outlet boundary condition, for \( d\overline{C_a}/dz \) to remain finite when z → ∞; B 4 must remain zero as n < 0 by Abramowitz and Stegun (1972). Equation A20 becomes:

$$ \overline{C_a}={B}_3{z}^{-m}F\left(m,m+1;m-n+1;{z}^{-1}\right)+{A}_4/{A}_3 $$
(A21)

The solution of Eq. (A21) is absolutely convergent for D 0 > 0 since the radius of convergence for the hypergeometric function is given by 1/z. When D 0 > 0, H > 0, then 1/z is always less than unity by Abramowitz and Stegun (1972).

When D 0 = 0 and H = 1, then z is always less than unity as x > 0. When D 0 = 0 and H = 1. The expressions of B 3 in Eq. (A21) can be easily derived and the solutions of solute concentration in the advective region with exponential dispersion coefficient can be obtained with different inlet boundary conditions, which have been given below:

  1. Case 2a:

    For constant concentration boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, then the following expression has been obtained:

    $$ {B}_3=\frac{C_0/P-{A}_4/{A}_3}{H^{-m}F\left(m,m+1;m-n+1;{H}^{-1}\right)} $$
    (A22)

    When the value of molecular diffusion coefficient D 0 is equal to zero, then following expression has been obtained:

    $$ {B}_3=\frac{\left[{C}_0/P-{A}_{11}/{A}_{10}\right]\varGamma \left(-n+1\right)\varGamma \left(-n\right)}{\varGamma \left(m-n+1\right)\varGamma \left(-m-n\right)} $$
    (A23)
  2. Case 2b:

    Pulse type boundary condition

    For pulse type boundary condition the Eqs. (A22) and (A23) can be written as:

    $$ {B}_3=\frac{\left({C}_0/P\right)\;\left(1-{e}^{\left(-P{t}_0\right)}\right)-{A}_4/{A}_3}{H^{-m}F\left(m,m+1;m-n+1;{H}^{-1}\right)} $$
    (A24)
    $$ {B}_3=\frac{\left[\left({C}_0/P\right)\left(1-{e}^{\left(-P{t}_0\right)}\right)-{A}_4/{A}_3\right]\;\varGamma \left(-n+1\right)\varGamma \left(-n\right)}{\varGamma \left(m-n+1\right)\varGamma \left(-m-n\right)} $$
    (A25)
  3. Case 2c:

    For constant flux type boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, then following expression has been obtained:

    $$ {B}_3=\frac{V_a\left({C}_0/P-{A}_{11}/{A}_{10}\right)}{H^{-m}\left\{{D}_0{b}_1mF\left(m+1,m+1;m-n+1;{H}^{-1}\right)+{V}_aF\left(m,m+1;m-n+1;{H}^{-1}\right)\right\}} $$
    (A26)

    When the value of D 0 is equal to zero, the value of dispersion coefficient, D(x) equal to zero at x = 0, and constant flux type boundary condition becomes equal to constant concentration type boundary condition.

  4. Case 2d:

    For instantaneous solute input boundary condition

    When the value of molecular diffusion coefficient D 0 is not equal to zero, then following expression has been obtained:

    $$ {B}_3=\frac{\left(M-{V}_a\;{A}_4/{A}_3\right)}{H^{-m}\left\{{D}_0{b}_1mF\left(m+1,m+1;m-n+1;{H}^{-1}\right)+{V}_aF\left(m,m+1;m-n+1;{H}^{-1}\right)\right\}} $$
    (A27)

    When the value of molecular diffusion coefficient D 0 is equal to zero, then following expression has been obtained:

    $$ {B}_3=\frac{\left(\left(M/{V}_a\right)-\left({A}_4/{A}_3\right)\right)\varGamma \left(-n+1\right)\varGamma \left(-n\right)}{\varGamma \left(m-n+1\right)\varGamma \left(-m-n\right)} $$
    (A28)

Appendix 3: Effective Dispersivity for Distance Dependent Dispersion Models

Effective dispersivity is obtained by averaging the local dispersivity over the entire travel domain. It can be written as (Mishra and Parker 1990):

$$ {\alpha}_e=\frac{{\displaystyle \underset{0}{\overset{x_0}{\int }}\alpha (x)dx}}{{\displaystyle \underset{0}{\overset{x_0}{\int }}dx}} $$
(A29)

For linear distance-dependent model, the effective dispersivity can be written as:

$$ {\alpha}_e=\frac{1}{2}k{x}_0 $$
(A30)

For exponential distance-dependent dispersion model, the dispersivity can be written as:

$$ {\alpha}_e=\frac{a_1\left({x}_0+{e}^{-b{x}_0}/{b}_1\right)-{a}_1/{b}_1}{x_0} $$
(A31)

Appendix 4: Optimization Approach

The parameter estimation by ordinary least square problem can be given by objective function:

$$ \underset{b}{ \min \phi }={\left({C}^{*}-\widehat{C}\right)}^T\left({C}^{*}-\widehat{C}\right) $$
(A32)

where b is the parameter vector given as b = (b 1b 2, … b p )T; C*(x, t) is the vector of observed concentration and Ĉ(x, t) is vector of model predicted concentrations obtained by solving the direct problem for a given parameter vector b. At every iteration, the parameter correction Δb is determined as:

$$ {b}^{i+1}={b}^i+\varDelta b $$
(A33)

Levenberg-Marquardt algorithm is used as the optimization algorithm, which is written as:

$$ \left({J}^T\;J+\beta\;{D}^TD\right)\;\varDelta b=-{J}^T\;e $$
(A34)

where J is the sensitivity matrix; e is the vector of residuals of C* − Ĉ. The columns of the Jacobian matrix J contain the partial derivatives of the residuals e with respect to the elements of parameter vector b. The Jacobian has dimension n × p where n is the number of observations and p is the number of unknown parameters to be estimated. β is a positive scalar and D = diag(d 1, d 2, …, d p ) is a scaling matrix that takes into account differences in the magnitude of the sensitivities of the different parameters, the elements of D are updated as given by Kool and Parker (1988).

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Sharma, P.K., Ojha, C.S.P., Swami, D. et al. Semi-analytical Solutions of Multiprocessing Non-equilibrium Transport Equations with Linear and Exponential Distance-Dependent Dispersivity. Water Resour Manage 29, 5255–5273 (2015). https://doi.org/10.1007/s11269-015-1116-6

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