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Well-balanced balance laws and wet/dry fronts
1 · Prerequisites
- Absolute and Conditional Convergence; Rearrangement; Products
- Areas of Elementary Plane Figures
- Binary Operations, Monoids, Groups and Subgroups
- Compactness
- Compactness in Metric Spaces
- Completeness, Completion, and Uniform Continuity
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- Density Separability and Convolution in Lᵖ
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- Filters and Ultrafilters
- Finite Counting, Factorials and Binomial Coefficients
- Foundations of the Real Numbers for Analysis
- Fubini and Change of Variables
- Ideals, Quotient Rings and the Isomorphism Theorems for Rings
- Lebesgue Measure on Euclidean Space
- Limits of Real Functions
- limsup, liminf, and Subsequential Limits
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2 · Summary
Objective
This page defines the one-dimensional shallow-water balance law with a dry-state convention and the first-order hydrostatic HLL reconstruction. It proves exact rest-state preservation, water conservation, nonnegative depth, and preservation of the admissible dry momentum convention under the face-specific CFL bound. For a smooth stationary bed, it proves source-quadrature consistency and a conditional strong-limit weak formulation.
The weak-limit theorem assumes strong local convergence of conserved states and primitive velocities, local uniform depth/velocity bounds through the initial layer, convergence of the initial reconstruction, and the explicitly proved topography-source limit. A local lemma proves that both bulk and initial strong limits remain in , so is defined in the weak formulation. The velocity hypothesis matters because the assigned wave-speed rule uses on wet states. The theorem neither proves compactness nor an entropy inequality. Bed steps are allowed in the discrete flux definition, but a continuum path product across a discontinuity and any associated weak-limit theorem are outside this page. No fully discrete entropy or stiff-relaxation/AP claim is made.
3 · Logical flowchart
4 · Definitions, theorems and proofs
One-dimensional shallow-water balance law with a dry-state convention
Definition
Fix gravity and a stationary bed . A shallow-water state is a pair with depth and momentum . Its admissible wet/dry state set is For , define velocity by when and when . Thus a dry state has both and . Define the free surface by and the physical flux by For a continuously differentiable bed, the one-dimensional shallow-water balance law is The source is evaluated as zero at a dry state.
A discrete lake-at-rest profile with level has and in every wet cell; cells with are dry and satisfy .
Remarks
The conserved variables are depth and momentum, not depth and velocity. The convention at makes both and the physical flux well-defined. No entropy inequality, convergence result, or path product for discontinuous bed steps is included in this definition.
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.
A strong local L1 limit preserves shallow-water dry admissibility
Statement
Let almost everywhere on and suppose strongly in . Let be measurable, put almost everywhere, and suppose almost everywhere on . Then belongs to the admissible state set from One-dimensional shallow-water balance law with a dry-state convention almost everywhere. Also, let initial reconstructions satisfy , where , and on each compact spatial interval for a constant independent of . If strongly in , then almost everywhere.
Facts & Assumptions
Given: Nonnegative bulk depths converging strongly locally in , with zero velocity on the dry set, and admissible initial reconstructions converging strongly locally in with locally uniform primitive-velocity bounds. Prove both limit states are admissible.
One-dimensional shallow-water balance law with a dry-state convention: , so any positive-depth state is admissible and zero depth requires zero momentum.
Proof
Write . On each compact rectangle , implies , so . On each compact interval , gives , so . Countable compact exhaustions of and now give and almost everywhere on their domains.
Where , [F1] allows arbitrary momentum ; where , , so . For the initial data, on each compact interval the bound on and imply . Hence pointwise, and integration followed by strong convergence gives almost everywhere. Thus wherever ; step 1.1 gives , and [F1] yields . A countable compact exhaustion proves the bulk and initial claims almost everywhere on their domains.
The shallow-water wet/dry state set is convex
Statement
The admissible wet/dry state set from One-dimensional shallow-water balance law with a dry-state convention is convex.
Facts & Assumptions
Given: The set . Prove its convexity using the PE03 convention.
One-dimensional shallow-water balance law with a dry-state convention: every state in has with arbitrary , or is exactly .
Convex invariant domains for a one-step update: a set is convex when every segment between two of its elements lies in the set.
Proof
Let and . The convex combination has depth . If or , it is an endpoint in by [F1]. If and , nonnegativity forces ; [F1] then gives , so the combination is . If , [F1] places the combination in for any momentum.
Thus every segment between two states in lies in , which is exactly the convexity condition in [F2].
HLL depth flux is a bounded outflow/inflow combination
Statement
At a face of the scheme in Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections, write and . There are coefficients such that If and , then ; if and , then . These statements include the branches where one speed is zero and the all-dry branch.
Facts & Assumptions
Given: The hydrostatic reconstructed states, physical flux and HLL branch definitions. Derive the mass-flux coefficients and their bounds without assuming exact Riemann speeds.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: , , and the middle mass flux is the first component of the displayed HLL formula.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: , and ; when , both and are zero.
Proof
In the middle branch . Define and . Substituting and into [F1], then using [F2], gives .
The speed definitions give , , , and . Hence the coefficients in step 1.1 satisfy , , and . When , and , so ; when , and , so .
If , the first HLL branch gives ; the speed definitions imply and , so take and . If , the second branch gives , with and , so take and . If both speeds vanish, their definitions force and on each side, hence and the first branch returns zero. These choices satisfy the bounds in step 2.1 and cover every equality-speed branch.
The hydrostatic HLL update preserves lakes at rest, including dry cells
Statement
For any discrete bed values, the update of Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections leaves every lake-at-rest profile of One-dimensional shallow-water balance law with a dry-state convention unchanged, including a wet/dry shoreline with dry cells above the free-surface level. On a finite chain, the supplied ghost states and bed values must extend the same lake-at-rest profile.
Facts & Assumptions
Given: , arbitrary cell bed values , a level , and cell states with , when wet, and , when dry. On a finite chain these conditions also hold for the supplied ghost data. Verify every cell update.
One-dimensional shallow-water balance law with a dry-state convention: a dry cell has state and the physical flux there is ; a wet lake-at-rest cell has and .
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: the face bed is the maximum of the two adjacent beds, reconstructed depths are positive parts of free surface minus that bed, and each corrected side flux adds its cell pressure minus reconstructed pressure.
Proof
Fix a face and set . If a side cell is wet, its free surface is , so its reconstructed depth is . If a side cell is dry, then and , so its reconstructed depth is . Thus both reconstructed depths equal , and both reconstructed velocities are zero.
If , the states on the face are equal to and the middle HLL formula has speeds and , so its flux is . If , both states and speeds are zero and the dry branch returns . Thus in either case the common flux is .
On the side belonging to a cell of depth , the correction in [F2] changes this common flux to . Therefore the right corrected flux of cell and the left corrected flux of that same cell are both . Their difference is zero, so the update leaves every unchanged.
Hydrostatic pressure corrections converge to the smooth-bed source
Statement
Let , let the uniform cell width be , let be the center of cell , and let on a fixed compact space-time cylinder. Set , , and . For the source term in Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections, there is a constant depending only on the compact interval, , , and such that For time slabs , define the piecewise-constant source reconstruction on . Consequently, as , if the corresponding piecewise-constant depth reconstructions converge strongly in to and are locally uniformly bounded, then strongly in .
Facts & Assumptions
Given: , , the hydrostatic source formula, a uniform mesh of width , and bounded cell depths. Derive a uniform first-order source consistency estimate.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: the source momentum is , and hydrostatic reconstructed depths are positive parts after subtracting the increase to the maximum neighboring bed.
One-dimensional shallow-water balance law with a dry-state convention: for a smooth bed the momentum source in the balance law is .
Proof
Fix a compact spatial interval containing the cell centers under consideration and let be its closed unit enlargement. For , Taylor's formula at gives and , where and . Since is -Lipschitz and , this yields . The same local derivative bounds give , with constants depending only on and .
For and , write . If , then ; if , then , which lies between and because . For , steps 1.1 and [F1] therefore give For , both squared positive parts in [F1] lie in , so . Since , it follows that Taking proves the stated estimate for every .
Now let and fix a compact space-time rectangle. For all sufficiently small , the centers of cells meeting this rectangle lie in a fixed compact interval, so the estimate in step 2.1 and on a fixed enlargement show that uniformly there. Since is bounded on compact intervals and strongly in local , strongly in local , proving the asserted source convergence.
Exact space-time weak identity for the hydrostatic update
Statement
Let , , , and . Suppose vector states and shared face fluxes satisfy as in Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections. For define the space-time cell average Choose such that vanishes for . Then Every sum is finite because the test is compactly supported.
Facts & Assumptions
Given: The vector finite-volume recurrence with shared face fluxes and cell source, the half-open space-time grid, and the cell-average test values above.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: the update is equivalent to with one shared HLL flux at every face.
Proof
Multiply the recurrence in [F1] by using the Euclidean dot product and sum over cells and time levels . Compact support leaves only finitely many nonzero terms, and the resulting exact sum is zero.
For each cell, summing in time and using gives . This is finite summation by parts; no limit or infinite rearrangement is used.
Reindexing the spatial face sum gives . Insert this and step 2.1 into step 1.1, retain the source sum with its minus sign from [F1], and multiply the zero identity by . The displayed identity follows.
Hydrostatic HLL face fluxes converge under strong state and velocity convergence
Statement
Assume the Axiom of Countable Choice . Let tend to zero, set , , , and , and let be locally Lipschitz. On each cell-time slab let be piecewise constant, with , when , and . Suppose and strongly in , almost everywhere where , and are locally uniformly bounded. Let for , with face flux from Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections and bed samples . Then The primitive-velocity convergence and uniform velocity bound are included because the assigned wave-speed formula uses on wet states, which is not continuous at a dry state as a function of alone.
Facts & Assumptions
Given: , the mesh and bed convention, local uniform bounds, strong local convergence of , and the hydrostatic HLL face flux.
is countable choice (The Axiom of Countable Choice ()).
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: adjacent states are reconstructed by clipping depths against the maximum bed; face velocities are retained when reconstructed depth is positive and set to zero at reconstructed dry states; the HLL speed and flux branches are the displayed ones.
Under , spatial translations are continuous in ( in as , for ).
Under , bounded measurable subsets of have finite measure (Lebesgue measure is sigma-finite, and every metrically bounded subset of has finite outer measure).
Strong convergence implies convergence in measure; every sequence converging in measure has a subsequence converging almost everywhere (Convergence in L^1(mu) implies convergence in measure, Riesz's subsequence theorem for convergence in measure).
Almost-everywhere convergence under an integrable majorant implies convergence (Dominated convergence).
Proof
Fix a compact space-time rectangle and a fixed compact enlargement containing and every spatial translate for all sufficiently large . Choose local bounds so that and on . Strong local convergence implies the same bounds for almost everywhere on : the sum tends to zero in , so [F4] gives a subsequence on which both converge almost everywhere and inherit the bounds. By [F3], multiplying by the indicator of therefore gives functions. The given strong convergence gives and in . Applying [F2] to the cutoffs shows and in . Strong local convergence on and the triangle inequality then show and in as well.
Let be a Lipschitz constant for on the spatial enlargement, and write and . Hydrostatic clipping changes either adjacent depth by at most . Take any subsequence of . By step 1.1, the sum of the four errors converges to zero in measure on ; [F4] gives a further subsequence on which all four errors tend to zero almost everywhere. At a point where , both cell depths are eventually larger than , so neither reconstructed state is clipped to zero and both reconstructed velocities converge to . At a point where , the hypothesis gives and both cell velocities converge to zero; resetting either velocity to zero when its reconstructed depth vanishes therefore still gives convergence to . The reconstructed depths in both states converge to as well. Thus along this common further subsequence both reconstructed primitive states converge almost everywhere to . Since the starting subsequence was arbitrary, every subsequence has such a further subsequence.
At a wet limit state , the two face inputs tend to the same ; the left, middle and right HLL branches all tend to , and the formulas agree at the branch boundaries. At a dry limit state, and , so both reconstructed fluxes and both speeds tend to zero. In the middle branch write , ; its equivalent formula is . Here , which tends to zero at the dry state, while tend to zero. The outer branches also tend to zero. Thus along the almost-everywhere convergent further subsequence from step 2.1, the HLL flux tends almost everywhere to . The same equivalent formula and give a uniform bound on the fluxes on .
Starting from any subsequence, step 2.1 supplies a further subsequence with almost-everywhere convergence of both face inputs; step 3.1 gives almost-everywhere convergence of its fluxes and a uniform bound. Since has finite measure by [F3], [F5] yields convergence along that further subsequence. If the full flux sequence failed to converge in , some subsequence would stay a fixed positive distance from , contradicting this property. Therefore in . As was arbitrary, the convergence is local.
A dry HLL face sends water only into the dry side
Statement
At any face in Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections, if the reconstructed right state is dry, then , and whenever . If the reconstructed left state is dry, then , and again implies .
Facts & Assumptions
Given: The HLL branches, shallow-water flux and speed bounds from Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections and HLL depth flux is a bounded outflow/inflow combination. Check the two orientations of a dry face, including both-zero speeds.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: a dry reconstructed state is with and .
HLL depth flux is a bounded outflow/inflow combination: in the middle branch, , with , and when and , while when and .
Proof
Suppose . Then . If both speeds are zero, [F1] makes the full flux zero. If , the second branch is . If , the speed definition forces . When , this gives ; when , both states and the flux are dry and zero. In the middle branch, [F2] gives ; it is strictly positive for a wet left state and otherwise both states are dry and the full flux is zero.
Suppose instead . Then . If both speeds vanish, the full flux is zero. If , the first branch is . If , the speed definition forces . For this makes ; if , the full flux is zero. In the middle branch, [F2] gives , strictly negative for a wet right state and otherwise zero with both states dry.
The two orientations show that zero mass flux at a dry face occurs only when the selected outer state is dry or both reconstructed states are dry; in each case [F1] gives zero momentum flux as well.
A strong limit of hydrostatic HLL updates solves the smooth-bed balance law weakly
Statement
Assume . Let and consider a sequence of full-line uniform hydrostatic HLL grids from Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections with widths and time steps . Set , , , and , and sample . On , let and be the piecewise-constant state and primitive-velocity reconstructions, with , on dry cells, and . Define and on that same slab, using the sampled bed. Assume that on every compact rectangle in , including the initial layer, the depths and velocities are uniformly bounded; that on every compact rectangle in , and strongly in and strongly in ; that almost everywhere where ; and that the initial reconstructions converge locally in to . Then satisfies, for every , Thus the limit is a locally bounded distributional weak solution of the shallow-water balance law in One-dimensional shallow-water balance law with a dry-state convention. Strong convergence, primitive-velocity convergence and the source-quadrature hypotheses are assumptions; this theorem proves no compactness, entropy inequality or convergence rate.
Facts & Assumptions
Given: , the discrete scheme on a vanishing uniform space-time grid, local uniform depth/velocity bounds, strong local convergence of depths, velocities and conserved states, the initial trace convergence, a stationary bed, and a compactly supported smooth vector test .
The only choice axiom is (The Axiom of Countable Choice ()).
Rewriting the corrected fluxes gives the exact recurrence (Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections).
Testing that recurrence by space-time cell averages gives the exact initial, time, face-flux and source identity (Exact space-time weak identity for the hydrostatic update).
Strong depth convergence and imply the discrete source reconstruction converges strongly in to (Hydrostatic pressure corrections converge to the smooth-bed source).
Under the stated strong state/velocity convergence, local bounds, bed regularity and , the reconstructed HLL face flux converges strongly in to (Hydrostatic HLL face fluxes converge under strong state and velocity convergence).
Strong local limits of nonnegative bulk and initial depths remain nonnegative; the relations , zero dry velocity and a locally uniform initial velocity bound put both limiting states in (A strong local L1 limit preserves shallow-water dry admissibility).
On compact spatial sets, the source quadrature estimate gives for bounded cell depths and (Hydrostatic pressure corrections converge to the smooth-bed source).
Proof
By [F5], applied to the nonnegative bulk and initial depths, the strong local convergences, , the dry-velocity convention and the local initial velocity bound, both and belong to almost everywhere. Thus in the weak formulation is defined.
Fix and choose so that vanishes for for all sufficiently large . Apply [F2] to the actual states, shared face fluxes and source terms of the scheme; its exact finite sum is zero for each such .
The initial term in [F2] tends to . Indeed, on each cell-time slab touching , the averaged test differs from by at most , and the uniform state bound including the initial layer makes the sum of these quadrature errors tend to zero on the fixed compact support. The initial reconstruction convergence then gives the claimed limit.
The time-difference sum in [F2] differs from by . Taylor's formula in time makes each difference of adjacent cell-time test averages equal to the integral of over the current slab, up to after spatial averaging; the uniform state bound and the cells/slabs meeting the support give total error . The omitted initial-slab integral is also .
The face-flux sum in [F2] differs from by . For each cell, the difference of adjacent test averages is the spatial average of ; replacing this average by has error at most per cell-time slab. The local depth and velocity bounds give , , and wave speeds at most . The physical fluxes and reconstructed states are bounded; in the middle HLL branch its equivalent convex-combination formula has coefficient , so the face fluxes are uniformly bounded as well. The number of cells/slabs meeting the support then gives the stated total error. The source sum in [F2] is exactly because is constant on each slab.
Choose a compact spatial interval containing the test support and all cells meeting it for sufficiently large , and choose beyond the temporal support. On this compact rectangle the hypotheses give uniform bounds for through ; the interior strong limits inherit the same essential bounds. Hence , , and the products with the fixed test derivatives are uniformly bounded. Step 1.5 supplies a uniform bound for . For sufficiently large , , and [F6] together with the local bounds on and the depths gives a uniform bound for ; the limit source is bounded too. Thus the contributions of all state, flux and source integrals from the initial layer are bounded by , uniformly in sufficiently large and for the limit integrands. On the remaining compact rectangle with , the assumed strong convergence gives convergence of the state integral, [F4] gives convergence of the face-flux integral, and [F3] gives convergence of the source integral. Taking for fixed and then proves convergence of these full integrals. Step 1.3 supplies the initial term, steps 1.4–1.5 identify the limits of the discrete sums, step 1.2 supplies the exact discrete identity, and step 1.1 its state admissibility. Passing to the limit proves the displayed weak formulation.
The hydrostatic HLL step conserves water and preserves dry admissibility
Statement
Let cells form a finite chain, with two admissible ghost states used only to define the boundary faces, or let the cells be periodic. Apply one step of Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections to states in from One-dimensional shallow-water balance law with a dry-state convention. If then each updated state remains in . The depth is nonnegative; if it is zero then the momentum is zero. On a finite chain the total water changes by the net boundary discharge, and on a periodic mesh total water is conserved.
Facts & Assumptions
Given: Admissible cell and ghost states, the hydrostatic update, the stated cellwise CFL, and the HLL coefficient and dry-face lemmas. Prove one-step admissibility and water balance.
Hydrostatic reconstruction with a dry-safe HLL flux and one-sided pressure corrections: one-sided corrections change only momentum; the first component uses one shared face mass flux, and each reconstructed depth is no larger than its original cell depth.
HLL depth flux is a bounded outflow/inflow combination: at a face, with and ; the corresponding coefficient is strictly below its speed bound when its reconstructed side is wet.
A dry HLL face sends water only into the dry side: at a dry reconstructed side the mass flux points into the dry side, and zero mass flux implies the full vector flux is zero.
One-dimensional shallow-water balance law with a dry-state convention: every state with positive depth lies in , while a state with zero depth lies in exactly when its momentum is zero.
Proof
Write for the left-state coefficient at face , for the right-state coefficient at face , and use analogous notation for the two inflow coefficients. Expanding the first component of [F1] with [F2] gives . The inflow terms are nonnegative and the total outflow is at most , so the CFL gives .
If and at least one outgoing speed is positive, the corresponding outflow term is strictly below its speed bound times : this follows from [F2] if the reconstructed depth is positive, and is immediate if that reconstructed depth is zero. By step 1.1 and the CFL, . If both outgoing speeds are zero, the outflow is zero and step 1.1 gives . Thus a wet cell remains wet and is in by [F4].
If , then and [F1] gives , so both corrections on this cell vanish. Its left face has dry right state and its right face has dry left state. By [F3], the left mass flux is nonnegative and the right mass flux nonpositive; if the updated depth is zero, nonnegativity forces both mass fluxes to vanish.
In the zero-depth case of step 2.2, [F3] makes both full HLL face fluxes zero. The cell corrections also vanish, so its updated momentum is zero and its updated state lies in by [F4]. If instead that initially dry cell has positive updated depth, its updated state lies in by [F4] as well. Together with step 2.1, this proves that every updated state lies in under the stated CFL condition.
Multiplying the first component of each update by and summing over the finite chain cancels every interior shared mass flux, because the one-sided corrections have zero first component. This gives . Thus only boundary discharge changes finite-domain water; periodic identification makes the right-hand side zero. Combining this identity with steps 2.1 and 3.1 proves the theorem.
5 · Examples, counterexamples and false statements
None yet.
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
- D. I. Ketcheson, R. J. LeVeque, and M. J. del Razo, Riemann Problems and Jupyter Solutions, Chapter 12
- F. Bouchut, III. Shallow water problem – Hydrostatic reconstruction scheme
- J.-L. Guermond and B. Popov, Invariant Domains and First-Order Continuous Finite Element Approximation for Hyperbolic Systems
- H. De Sterck and P. Ullrich, Introduction to Computational PDEs, Chapter 3
- Benjamin Seibold, MIT OpenCourseWare 18.336, Lecture 19: Finite Volume Methods