Abstract
We establish nonlinear \(H^2\cap L^1 \rightarrow H^2\) stability with sharp rates of decay in \(L^p\), \(p\ge 2\), of general hydraulic shock profiles, with or without subshocks, of the inviscid Saint-Venant equations of shallow water flow, under the assumption of Evans–Lopatinsky stability of the associated eigenvalue problem. We verify this assumption numerically for all profiles, giving in particular the first nonlinear stability results for shock profiles with subshocks of a hyperbolic relaxation system.
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Notes
In fact as we show in the following section, they are precisely of order one.
Here \(C^b((-\infty ,0],\;\mathbb {C})\) is the space of bounded continuous function on \((-\infty ,0]\) associated with the sup norm.
Refer to “Appendix A” equation (A.2)(iii) for decomposition of R.
Note that we correct a minor typo in [44, Thm. 4.1.5], which requires data \(v_0\) only in \(H^s\) rather than \(H^{s+1/2}\). (This is not necessary for our later analysis, but only sharpens our initial regularity assumptions.)
Notably, there is no scattering term \(S^1\) when taking \(y=0^\pm \).
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Acknowledgements
We thank L. Miguel Rodrigues, Pascal Noble, and Mat Johnson for numerous enlightening discussions on the Saint-Venant equations and shallow water flow. In particular, discussions in the course of our collaboration [36] on the parallel case of discontinuous periodic waves, and especially ideas of Rodrigues [57] toward the associated nonlinear stability problem, were crucial in our approach to the simpler case of discontinuous shock profiles treated here. Thanks also to Alexei Mailybaev and Dan Marchesin [46] for discussions on singular detonation waves in relaxation models for combustion that were the immediate impetus for our study of hydraulic shock profiles. Thanks to University Information Technology Services (UITS) division from Indiana University for providing the Karst supercomputer environment in which most of our computations were carried out. This research was supported in part by Lilly Endowment, Inc., through its support for the Indiana University Pervasive Technology Institute, and the Indiana METACyt Initiative. The Indiana METACyt Initiative at IU was also supported in part by Lilly Endowment, Inc.
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Research of Z.Y. was partially supported by the Hazel King Thompson Summer Reading Fellowship, a Mathematics Department Research Assistantship, and the College of Arts and Sciences Dissertation Year Fellowship. Research of K.Z. was partially supported under NSF Grant Nos. DMS-1400555 and DMS-1700279.
Appendices
Appendix A. Decomposition Map
The decomposition of Green kernel function G can be summarized as
in which we see
Appendix B. Integral Estimates
\(I^1_{S2Ri}:\) Setting \(f(u)=\frac{1}{\sqrt{4c^2_{2,-}\pi u}}e^{-\frac{(t-c^1_{2,-}(x-y))^2}{4c^2_{2,-} u}}\), yields \(I^1_{S2Ri}=f(\frac{t}{c^1_{2,-}})-f(x-y)\), in which by (7.32) \(\frac{t}{c^1_{2,-}}\) and \(x-y\) are comparable. Writing the difference as an integral yields
Using that \(\frac{t}{c^1_{2,-}}\) and \(x-y\) are comparable, we have \(e^{-\frac{(t-c^1_{2,-}(x-y))^2}{4c^2_{2,-}u}}\le e^{-\frac{c^1_{2,-}(t-c^1_{2,-}(x-y))^2}{8 c^2_{2,-}t}}\), which, together with \(x^ne^{-x^2}\lesssim e^{-\frac{x^2}{2}}\) for any n positive, yields
\(\frac{\partial I^1_{S2Ri}}{\partial y}:\)
\(I^1_{S2Rii}:\) Using that \(e^{-\frac{(t-c^1_{2,-}(x-y))^2}{4c^2_{2,-}(x-y)}}<1\) and that for the complementary error function \(erfc(x):=\frac{2}{\sqrt{\pi }}\int _x^{\infty }e^{-z^2}\mathrm{d}z\), there is the estimate \(erfc(x)\le {e^{-x^2}}\), \(I^1_{S2Rii}\) can be bounded by
in which we have used that \(x-y\) is comparable to t hence is bounded away from 0 and is greater than \(\frac{t}{2}\). Term \(I_{S2Rii}\) is then time-exponentially small.
\(\frac{\partial I^1_{S2Rii}}{\partial y}:\) When the partial derivative hits the exponential outside the integral we get time- exponentially small terms by following the proof for \(I^1_{S2Rii}:\). When the partial derivative hits inside the integral we use \(x^2e^{-x^2}\lesssim e^{-x^2/2}\) and again get time-exponentially small terms by following the proof for \(I^1_{S2Rii}.\)
\(I^1_{R2i}:\) Using that \(xe^{-x^2}\lesssim e^{\frac{-x^2}{2}}\) and that \(\frac{t}{c^1_{2,-}}\) and \(x-y\) are comparable (\(\frac{t}{2c^1_{2,-}}<x-y<\frac{2t}{c^1_{2,-}}\)), we have
We then see that all terms are absorbable in R (7.6).
Appendix C. Computational Framework
1.1 C.1. Computational Environment
In carrying out our numerical investigations, we have used MacBook Pro 2017 with 16GB memory and Intel Core i7 processor with 2.8GHz processing speed for coding and debugging. The main parallelized computation is done in the compute nodes of IU Karst, a high-throughput computing cluster. It has 228 compute nodes. Each node is an IBM NeXtScale nx360 M4 server equipped with two Intel Xeon E5-2650 v2 8-core processors and with 32 GB of RAM and 250 GB of local disk storage.
1.2 C.2. Computational Time
The computational times displayed in the tables below are times elapsed in a single processor of IU Karst.
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Yang, Z., Zumbrun, K. Stability of Hydraulic Shock Profiles. Arch Rational Mech Anal 235, 195–285 (2020). https://doi.org/10.1007/s00205-019-01422-4
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DOI: https://doi.org/10.1007/s00205-019-01422-4