Abstract
The focus of the present study is the modified Buckley–Leverett (MBL) equation describing two-phase flow in porous media. The MBL equation differs from the classical Buckley–Leverett (BL) equation by including a balanced diffusive–dispersive combination. The dispersive term is a third order mixed derivatives term, which models the dynamic effects in the pressure difference between the two phases. The classical BL equation gives a monotone water saturation profile for any Riemann problem; on the contrast, when the dispersive parameter is large enough, the MBL equation delivers a non-monotone water saturation profile for certain Riemann problems as suggested by the experimental observations. In this paper, we first show that for the MBL equation, the solution of the finite interval \([0,L]\) boundary value problem converges to that of the half line \([0,+\infty )\) boundary value problem exponentially as \(L\rightarrow +\infty \). This result provides a justification for the use of the finite interval in numerical studies for the half line problem [Y. Wang and C.-Y. Kao, Central schemes for the modified Buckley–Leverett equation, J. Comput. Sci. 4(1–2), 12 – 23, 2013]. Furthermore, we numerically verify that the convergence rate is consistent with the theoretical derivation. Numerical results confirm the existence of non-monotone water saturation profiles consisting of constant states separated by shocks.
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Acknowledgments
This work was supported in part by NSF Grant DMS-0811003 and an Alfred P. Sloan Fellowship. CYK would like to thank Prof. L.A. Peletier for introducing MBL equation and Mathematical Biosciences Institute at OSU for the hospitality and support.
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Appendix: Proof of the Lemmas
Appendix: Proof of the Lemmas
Proof
(Proof to lemma 2.2) Let \(g(u)=\frac{f(u)}{u}=\frac{u}{u^2+M(1-u)^2}\), then
and hence \(g(u)\) achieves its maximum at \(u=\sqrt{\frac{M}{M+1}}\). Therefore, \(\frac{f(u)}{u}=g(u)\le D\), where \(D=\frac{f(\alpha )}{\alpha }\) and \(\alpha =\sqrt{\frac{M}{M+1}}\), and in turn, we have that \(f(u)\le Du\) for all \(0\le u \le 1\). \(\square \)
Proof
(Proof to lemma 2.3 (i))
\(\square \)
Proof
(Proof to lemma 2.3 (ii))
\(\square \)
Proof
(Proof to lemma 2.3 (iii)) Based on the assumption on \(u_0\) in (2.1)
Calculating \(y_1(x)\) with the assumption that \(\lambda \in (0,1)\), we get
Therefore, we get the desired inequality
\(\square \)
Proof
(Proof to lemma 2.4 (i))
\(\square \)
Proof
(Proof to lemma 2.4 (ii))
\(\square \)
Proof
(Proof to lemma 2.4 (iii)) Based on the assumption on \(u_0\) in (2.1)
Calculating \(y_3(x)\) with the assumption that \(\lambda \in (0,1)\), we get
Therefore, we get the desired inequality
\(\square \)
Proof
(Proof to lemma 2.5 (i))
\(\square \)
Proof
(Proof to lemma 2.5 (ii)) Since \(\phi _2(x)= \frac{e^{\frac{x}{\epsilon \sqrt{\tau }}}-e^{-\frac{x}{\epsilon \sqrt{\tau }}}}{e^{\frac{L}{\epsilon \sqrt{\tau }}}-e^{-\frac{L}{\epsilon \sqrt{\tau }}}} \), we see that \( \phi _2^{\prime }(x)=\frac{1}{\epsilon \sqrt{\tau }}\frac{e^{\frac{x}{\epsilon \sqrt{\tau }}}+e^{-\frac{x}{\epsilon \sqrt{\tau }}}}{e^{\frac{L}{\epsilon \sqrt{\tau }}}-e^{-\frac{L}{\epsilon \sqrt{\tau }}}}>0 \) and hence \(\phi _2(x)\le \phi _2(L)=1\) for \(x\in [0,L]\). \(\square \)
Proof
(Proof to lemma 2.5 (iii)) \(\phi _2^{\prime }(x)=\frac{1}{\epsilon \sqrt{\tau }}\frac{e^{\frac{x}{\epsilon \sqrt{\tau }}}+e^{-\frac{x}{\epsilon \sqrt{\tau }}}}{e^{\frac{L}{\epsilon \sqrt{\tau }}}-e^{-\frac{L}{\epsilon \sqrt{\tau }}}}\) gives that \(\phi _2^{\prime \prime }(x)=\frac{1}{\epsilon ^2\tau }\phi _2(x)>0\), and hence \(\phi _2^{\prime }(x)\le \phi _2^{\prime }(L)=\frac{1}{\epsilon \sqrt{\tau }}\frac{e^{\frac{L}{\epsilon \sqrt{\tau }}}+e^{-\frac{L}{\epsilon \sqrt{\tau }}}}{e^{\frac{L}{\epsilon \sqrt{\tau }}}-e^{-\frac{L}{\epsilon \sqrt{\tau }}}}=\frac{1}{\epsilon \sqrt{\tau }}\frac{e^{\frac{2L}{\epsilon \sqrt{\tau }}}+1}{e^{\frac{2L}{\epsilon \sqrt{\tau }}}-1}\le \frac{2}{\epsilon \sqrt{\tau }}\) if \(\epsilon \ll 1\) for \(x\in [0,L]\). \(\square \)
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Wang, Y., Kao, CY. Bounded Domain Problem for the Modified Buckley–Leverett Equation. J Dyn Diff Equat 26, 607–629 (2014). https://doi.org/10.1007/s10884-014-9352-7
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DOI: https://doi.org/10.1007/s10884-014-9352-7
Keywords
- Conservation laws
- Dynamic capillarity
- Two-phase flows
- Porous media
- Shock waves
- Pseudo-parabolic equations