How statement and proof provenance work
The first chip identifies the source of the statement or construction; the second identifies the source of its local proof or verification.
- Literature-sourced: the exact statement appears in a cited source; only wording and notation differ.
- AI-adapted: a semantically identical restatement of literature-sourced material, modulo indexing, notation, and boundary cases adopted by the library.
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These labels describe origin, not correctness: citations and verification chips remain separate evidence.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections
Definition
Let be a uniform cell width, let range over a finite chain or a periodic or bi-infinite mesh, and let be the bed value in cell . At time level , the cell state is from One-dimensional shallow-water balance law with a dry-state convention, with velocity and free surface .
For a finite chain with , supply at each time level two ghost states and bed values . These are boundary inputs, used only to evaluate the faces and ; only cells are updated. On a periodic mesh, identify neighboring indices periodically.
At face , set For , set or , respectively, when , and set it to zero when . Define and . The face speeds are They satisfy . Write . The common HLL face flux is If both speeds are zero, both reconstructed states are dry and the first branch returns ; the middle denominator is never used in that case.
The one-sided corrected fluxes, where is the side of cell and the side of cell , are For , put and update Equivalently, with , , and the shared face flux, The face-specific depth CFL condition is
The diagram is a wet/wet face with and a common rest level . The dotted line marks the free surface, the solid step is the bed, and both reconstructed depths are measured from . The displayed equations specify every state and orientation used in proofs.
diagram failed to render:
\begin{tikzpicture}[x=1.1cm,y=1cm]
\draw[->] (0,0) -- (4.5,0) node[right] {$x$};
\draw[thick] (0,0.35) -- (2,0.35) -- (2,1.0) -- (4,1.0);
\draw[dotted,thick] (0,1.8) -- (4,1.8) node[right] {$\eta_0$};
\draw[dashed] (2,1.0) -- (4,1.0);
\draw[<->] (1,1.0) -- (1,1.8) node[midway,left] {$h_L^*$};
\draw[<->] (3,1.0) -- (3,1.8) node[midway,right] {$h_R^*$};
\draw (2,0.1) -- (2,1.95);
\node at (1,0.12) {$b_i$};
\node at (3,0.75) {$b_{i+1}=b^*$};
\node at (2,2.08) {$i+\tfrac12$};
\end{tikzpicture}Remarks
The scheme uses only the cell bed values, so its discrete fluxes are defined for bed steps. A continuum source or weak-limit statement across a discontinuous bed requires a separately specified path product and is not supplied here. No entropy inequality or stiff-relaxation/asymptotic-preserving claim is part of this definition.
Depends on
Used by
- A first HLL step wets a dry cell without negative depth Example
- A lake at rest over a bump with a dry crest Example
- A dry HLL face sends water only into the dry side Lemma
- Exact space-time weak identity for the hydrostatic update Lemma
- HLL depth flux is a bounded outflow/inflow combination Lemma
- Hydrostatic HLL face fluxes converge under strong state and velocity convergence Lemma
- Hydrostatic pressure corrections converge to the smooth-bed source Lemma
- A strong limit of hydrostatic HLL updates solves the smooth-bed balance law weakly Theorem
- The hydrostatic HLL step conserves water and preserves dry admissibility Theorem
- The hydrostatic HLL update preserves lakes at rest, including dry cells Theorem
Dependency tree · one level
1 result within one dependency step of this one, each drawn at its shortest distance from it. An arrow runs from a result to what uses it, so the chart reads left to right and ends at this result, which carries a heavier outline. Every node is a link to that result. Click elsewhere on the chart to enlarge it.
Sources
- E. Audusse, F. Bouchut, M.-O. Bristeau, R. Klein, and B. Perthame, A Fast and Stable Well-Balanced Scheme with Hydrostatic Reconstruction for Shallow Water Flows (standard reference, not scraped)
- F. Bouchut, III. Shallow water problem – Hydrostatic reconstruction scheme (standard reference, not scraped)
- D. I. Ketcheson, R. J. LeVeque, and M. J. del Razo, Riemann Problems and Jupyter Solutions, Chapter 12 (standard reference, not scraped)