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Physics theoremStatement: AI-adaptedProof: AI-generatedPipeline-generatedprecheck pendingverified 2026-10-23 (gpt-6.1-sol)
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Closed smooth incompressible kinetic-energy dissipation

Physical scope

Conditional kinetic-energy identity for an actual smooth unforced, constant-density incompressible Newtonian solution on a fixed no-slip domain or periodic domain. It asserts no existence, uniqueness, long-time regularity, global solution or empirical realization.

Statement

Let I⊂R be a nonempty open time interval containing 0. Use SI units: time is measured in seconds, spatial coordinates and lengths in metres, ρ0 in kg m−3, μ in Pa s, u in m s−1, and p in Pa. A bounded C1 domain means a bounded open set locally on one side of a continuously differentiable boundary graph. The fixed spatial region Ω is either a nonempty bounded C1 domain in R3 or one rectangular period cell [0,L1]×[0,L2]×[0,L3] with side lengths L1,L2,L3>0 metres. In the bounded-domain case, let O⊂I×R3 be open and contain I×Ω‾, and suppose u∈C2(O,R3) and p∈C1(O,R). In the periodic case, take u and p on I×R3, periodic with their derivatives on opposite faces of the stated cell. In either case suppose the smooth fields satisfy on the stated spacetime domain the pointwise constant-density incompressible Newtonian model equations ρ=ρ0>0,div⁡u=0,σ=−pI3+2μD,ρ0Dtu=div⁡σ, where μ≥0 is constant, the body force is zero, D=(∇u+∇uT)/2, Dtu=∂tu+(u⋅∇)u, and div⁡σ is the rowwise divergence. In the bounded-domain case impose the no-slip condition u=0 on I×∂Ω; in the periodic case the model equations hold on the periodic lift to R3.

For matrices A,B∈R3×3 define the Frobenius contraction A:B:=∑i,j=13AijBij and the squared norm ∣D∣2:=D:D=∑i,j=13Dij2. Let Ek(t)=ρ02∫Ω∣u(t,x)∣2 dx, using one period cell in the periodic case. For every t1<t2 in I, Ek(t2)+2μ∫t1t2∫Ω∣D(t,x)∣2 dx dt=Ek(t1). Thus Ek is nonincreasing; strict decay is not claimed when D vanishes. The theorem is conditional on an actual smooth solution and supplies no existence or long-time regularity result.

Facts & Assumptions

Given: The smooth pointwise model solution on the fixed spatial domain or periodic lift, its stress law, positive constant density, zero force, and the applicable boundary condition in the Statement.

[A1]

Constant-density incompressible Newtonian model: ρ=ρ0>0, div⁡u=0, μ≥0 is constant, σ=−pI3+2μD, and Dtu=∂tu+(u⋅∇)u. Its current batch-11 Definition gives this exact branch.

[A2]

The body force is zero. The boundary is fixed; either the velocity vanishes there or opposite periodic faces have matching fields and derivatives.

[F1]

C1 material regions have compatible Jordan volume integrals: a bounded open C1 region and its closure are Jordan measurable, its boundary has content zero, and continuous volume integrals over the region and closure agree. Here volume integrals of continuous fields use this Jordan/Riemann convention, and rectangular and time integrals use Riemann integrals.

[F2]

Riemann--Fubini on product rectangles, with lower and upper section integrals and content-zero exceptional sections and Newton–Leibniz needs only continuity on [a,b], differentiability on (a,b), and a Riemann-integrable extension of the interior derivative: continuous integrands on closed rectangles can be integrated by coordinates; for a continuous function with continuous interior derivative, its derivative integral is its endpoint difference.

[F4]

Linearity, monotonicity, the absolute-value estimate and coordinate-slice additivity for the Riemann integral in Rm: Riemann integration is linear and monotone, obeys ∣∫f∣≤∫∣f∣, and is additive over finite coordinate subdivisions. The zero-extension convention gives the same bounds on Jordan sets.

Proof

1.1A1A2algebra

The pointwise model equation in [A1] holds on the same fixed spatial region used in the energy integral (or on its periodic lift). Dot ρ0Dtu=div⁡σ with u. The component product rule gives ui∂xjσij=∂xj(σijui)−σij∂xjui, while Dt(∣u∣2/2)=u⋅Dtu. Since ρ0 is constant and div⁡u=0, this yields ∂t(ρ0∣u∣22)+div⁡(ρ0∣u∣22u−σTu)=−σ:∇u.

2.1givenA2F1F2F3F4step 1.1algebra

Fix t and put e=ρ0∣u∣2/2 and F=eu−σTu. In the periodic case, [F2] integrates each ∂jFj first in xj; opposite endpoint values agree, so ∫Ωdiv⁡F=0. In the bounded-domain case, F is C1 on a neighborhood of Ω‾ and vanishes on ∂Ω. Here is a direct zero-flux argument requiring no additional choice axiom. Use a finite cubic mesh of side h in a fixed containing box and let Ph be the union of the closed mesh cubes contained in Ω. Let Bh be the union of mesh cubes at distance at most 43h from ∂Ω. Since this compact boundary has content zero by [F1], vol⁡(Bh)→0: for any finite open box cover of the boundary, all sufficiently small Bh lie in that cover, and such covers have arbitrarily small total volume. Also Ω∖Ph⊆Bh. Applying [F2] on each cube of Ph and cancelling common faces expresses ∫Phdiv⁡F as the sum of the exposed face integrals. Each exposed face is within 23h of the boundary. The derivative of F is bounded by a constant M on a compact neighborhood of that boundary, so the segment mean-value estimate [F3] and F∣∂Ω=0 give ∣F∣≤23Mh on these faces for sufficiently small h. Their number is at most six times the number of cubes in Bh. Thus [F4] bounds the absolute sum of face integrals by 123Mvol⁡(Bh)→0. The omitted volume integral is bounded by sup⁡Ω‾∣div⁡F∣vol⁡(Bh)→0. Hence ∫Ωdiv⁡F=0 also in this case.

3.1givenF1F3F4step 1.1step 2.1algebra

On every compact time interval, e and et are continuous on its product with Ω‾. For fixed t and small nonzero k, the mean-value estimate gives sup⁡x∈Ω‾∣e(t+k,x)−e(t,x)k−et(t,x)∣≤sup⁡∣s−t∣≤∣k∣x∈Ω‾∣et(s,x)−et(t,x)∣⟶0, by [F3]. Every spatial integral exists by [F1] or rectangular continuity. Multiplying the displayed uniform error by the finite volume and using [F4] proves Ek′(t)=∫Ωet(t,x) dx; the same estimate without the quotient proves continuity of this derivative. Integrating step 1.1 spatially and applying step 2.1 therefore gives Ek′(t)=−∫Ωσ:∇u dx.

4.1A1F2step 3.1algebra∎

Using the Frobenius contraction and ∣D∣2=D:D defined in the Statement, write ∇u=D+W, where W=(∇u−∇uT)/2 is skew-symmetric. A symmetric matrix is Frobenius-orthogonal to a skew-symmetric matrix, so D:W=0. The stress law gives σ:∇u=(−pI3+2μD):(D+W)=−p div⁡u+2μ∣D∣2=2μ∣D∣2. Thus ddtEk=−2μ∫Ω∣D∣2 dx. The spatial dissipation integral is continuous in time by the same uniform-continuity estimate as step 3.1. Applying [F2] in time from t1 to t2 proves the stated energy equality and nonincrease because μ≥0.

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