Abstract
We study regularity properties of the free boundary for solutions of the porous medium equation with the presence of drift. We show the \(C^{1,\alpha }\) regularity of the free boundary when the solution is directionally monotone in space variable in a local neighborhood. The main challenge lies in establishing a local non-degeneracy estimate (Theorem 1.3 and Proposition 1.5), which appears new even for the zero drift case.
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Acknowledgements
Both authors are partially supported by NSF Grant DMS-1566578. We would like to thank Jean-Michel Roquejoffre and Yao Yao for helpful discussions.
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Appendices
Appendix A: Proof of Lemma 2.6
Let us only consider the case when \(U={\mathbb {R}}^d\). The case of \(U=B_1\) follows similarly.
Fix one non-negative \(\phi \in C_c^\infty ({\mathbb {R}}^d\times [0,T))\). Denote
For any \(\varepsilon >0\), take finitely many space time balls \(U_i, i=1,\ldots ,n\) such that
-
1.
for each \( i\geqq 1\), \(|U_i|\leqq \varepsilon ^{d+1}\) and \(U_i\) is in the \(\varepsilon \)-neighbourhood of \(\Gamma (\psi )\),
-
2.
\(\{ U_i\}_{i=1,\ldots ,n}\) is an open cover of \(\Gamma (\psi ) \cap \{\phi >0\}.\)
Since \(\Gamma (\psi )\) is of dimension d, we can assume
Take a partition of unity \(\{\rho _i, i=0,\ldots ,n\}\) which is subordinate to the open cover \(\{U_i\}_{i\geqq 0}\). Then for \(i\geqq 1\),
By the assumption, \(\psi \) is a supersolution in the interior of its positive set. And since \(\varepsilon \) can be arbitrarily small, to show (2.4) we only need to show
as \(\varepsilon \rightarrow 0\).
By property 1 of \(U_i\) and the regularity assumption on \(\psi \), in all \(U_i, i\geqq 1\) we have
Now from (A.1), (A.2) and \(\alpha <m\), it follows that
which indeed converges to 0 as \(\varepsilon \rightarrow 0\).
Appendix B: Sketch of the proof of Lemma 5.3
We follow the idea of Lemma 9 [8] and compute
Without loss of generality, suppose locally near the origin that
because otherwise \(\Delta f(0)=0\). Choosing an appropriate system of coordinates, we can have
We will evaluate f(x) by above by choosing \(\nu (x)=\frac{\nu _*(x)}{|\nu _*(x)|}\) where
where \(\gamma \) satisfies
With this choice of \(\nu \), we define \(y:=x+\psi (x)\nu (x)\) and so \(y(0)=\psi (0)e_n\). After direct computations (also see [8]), we can write
such that the first-order term, except the translation \(\varphi (0)e_n\), satisfies
Hence \(Y_*(x)\) is a rigid rotation plus a dilation and we have
Then
By the condition on \(\psi \) and the computations done in Lemma 9 [8], the first term is non-positive.
Since h is smooth, the second term converges to
Now, using (B.1) and the assumption that \(\Delta h\geqq -C\) and \(\Vert \nabla \psi \Vert _\infty \leqq 1\), we get
Thus we have finished the proof.
Appendix C: Proof of Lemma 5.4
Let us suppose \(x=0\) and \(f(0)=h(y)\) for a unique y. We only compute \(\partial _1 f(0)=\partial _{x_1}f(0)\). If \(\nabla h(y)=0\), it is not hard to see
Next suppose \(\nabla h(y)\ne 0\). We know that h obtains its minimum over \(B(0,\psi (0))\) at point \(y\in \partial B(0,{\psi (0)})\). Let us assume
For smooth h, it is not hard to see that
Near point y
To estimate \(w((\delta ,0,\ldots ,0))\), consider the leading terms:
By a standard argument, under the constrain
\(A(\delta )\) achieves its minimum at
with value
Thus
Notice that \(\partial _1 h(y)=-ky_1\). So we find
This leads to the conclusion.
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Kim, I., Zhang, Y.P. Porous Medium Equation with a Drift: Free Boundary Regularity. Arch Rational Mech Anal 242, 1177–1228 (2021). https://doi.org/10.1007/s00205-021-01702-y
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DOI: https://doi.org/10.1007/s00205-021-01702-y