The continuity equation along the displacement interpolation of a plan #
Let π be a finite measure on E × E, where E is a finite-dimensional real normed space, for
instance a coupling of two laws μ and ν. Moving the mass of each pair (x, y) at constant
speed along the segment from x to y gives the curve of laws
μₜ = (Fₜ)₊ π, where Fₜ (x, y) = (1 - t) • x + t • y,
from μ₀ = π.fst to μ₁ = π.snd. When 1 ≤ p, both marginals are probability measures with
finite p-th moment, and π is an optimal coupling for W_p, this is the displacement
interpolation of μ and ν, a geodesic segment of P_p (E)
(TauCeti.WassersteinSpace.exists_isGeodesicSegment_map_smul_add_smul). This file describes the
curve in Eulerian terms. Unlike the linear interpolation of a map
(TauCeti.exists_isContinuityEquation_map_smul_add_smul), no transport map is needed: the mass at
a point may split, so the statements cover every source law, atoms included.
If the displacement y - x has finite first moment under π, then μₜ solves the continuity
equation on (0, 1) with the barycentric velocity vₜ w = E_π [Y - X | Fₜ (X, Y) = w], the
average displacement of the pairs whose interpolating point at time t is w. Its p-action is
at most the p-th moment of the displacement,
∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt ≤ ∫ ‖y - x‖ ^ p dπ for every p ≥ 1.
If moreover no two pairs meet at the same time and place once a dt ⊗ π-null set of times and
pairs is discarded (for instance if almost every Fₜ with 0 < t < 1 is injective on a measurable
set carrying π), then no averaging takes place: vₜ ((1 - t) • x + t • y) = y - x for almost
every t ∈ (0, 1) and π-almost every (x, y), and the p-action of v equals the p-th
moment of the displacement.
For an optimal coupling of μ and ν at finite Wasserstein distance W_p (μ, ν), with
1 ≤ p < ∞, the p-th moment of the displacement is W_p (μ, ν) ^ p, so the displacement
interpolation solves the continuity equation with action at most W_p (μ, ν) ^ p: this is the
upper bound in the Benamou–Brenier formula W_p (μ, ν) ^ p = inf ∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt, over
the solutions of the continuity equation joining μ to ν. If E is strictly convex and
1 < p, an optimal coupling is concentrated on its support, which is cyclically monotone, and
the segments joining the pairs of a cyclically monotone set do not cross
(TauCeti.IsCyclicallyMonotone.injOn_smul_add_smul). The velocity is then the displacement
itself and the action is exactly W_p (μ, ν) ^ p. Combined with the lower bound
W_p (μ, ν) ^ p ≤ ∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt for every solution joining μ to ν
(TauCeti.IsContinuityEquation.wassersteinEDist_rpow_le), this makes the displacement
interpolation a minimiser in the Benamou–Brenier formula
(TauCeti.isLeast_lintegral_isContinuityEquation).
Main results #
TauCeti.exists_isContinuityEquation_map_smul_fst_add_smul_snd: the displacement interpolation of a plan whose displacement has finite first moment solves the continuity equation with its barycentric velocity, whosep-action is at most thep-th moment of the displacement.TauCeti.exists_isContinuityEquation_map_smul_fst_add_smul_snd_of_injOn: when for everytthe interpolating mapFₜis injective on the fibre attof a measurable set of fulldt ⊗ πmeasure, the velocity field is the displacement read along the interpolation, and itsp-action equals thep-th moment of the displacement.TauCeti.exists_isContinuityEquation_map_smul_fst_add_smul_snd_of_ae_injOn: the special case in which almost every interpolating map is injective on one measurable set carrying the plan.TauCeti.exists_isContinuityEquation_map_smul_fst_add_smul_snd_of_isOptimalCoupling_le: for1 ≤ p < ∞, the displacement interpolation of an optimal coupling at finite Wasserstein distance solves the continuity equation withp-action at mostW_p (μ, ν) ^ p.TauCeti.exists_isContinuityEquation_map_smul_fst_add_smul_snd_of_isOptimalCoupling: on a strictly convex space and for1 < p < ∞, the velocity of the displacement interpolation of an optimal coupling is the displacement, and itsp-action isW_p (μ, ν) ^ p.
References #
- J.-D. Benamou and Y. Brenier, A computational fluid mechanics solution to the Monge–Kantorovich mass transfer problem, Numer. Math. 84 (2000), 375--393.
- L. Ambrosio, N. Gigli and G. Savaré, Gradient Flows in Metric Spaces and in the Space of Probability Measures, Birkhäuser, 2nd ed. 2008, §8.1 and §8.3.
- F. Santambrogio, Optimal Transport for Applied Mathematicians, Birkhäuser 2015, §5.4.
The continuity equation along the displacement interpolation of a plan. Let π be a finite
measure on E × E whose displacement y - x has finite first moment. Then the laws μₜ of
(1 - t) • x + t • y under π solve the continuity equation on (0, 1) with the barycentric
velocity v: its value at (t, (1 - t) • x + t • y) is the conditional expectation of the
displacement y - x given the time t and the position (1 - t) • x + t • y, for the measure
dt ⊗ π on (0, 1) × (E × E). For every p ≥ 1 its p-action is at most the p-th moment of
the displacement: ∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt ≤ ∫ ‖y - x‖ ^ p dπ.
The velocity along a non-crossing displacement interpolation. Let π be a finite measure
on E × E whose displacement y - x has finite first moment, and let A be a measurable set of
times and pairs carrying dt ⊗ π on (0, 1) × (E × E) such that for every t the interpolating
map (x, y) ↦ (1 - t) • x + t • y is injective on the pairs (x, y) with (t, (x, y)) ∈ A. Then
the laws μₜ of (1 - t) • x + t • y under π solve the continuity equation on (0, 1) with a
velocity field v equal to the displacement along the interpolation:
vₜ ((1 - t) • x + t • y) = y - x for almost every t ∈ (0, 1) and π-almost every (x, y).
Consequently, for every exponent p the p-action of v is the p-th moment of the
displacement: ∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt = ∫ ‖y - x‖ ^ p dπ.
The velocity along a displacement interpolation injective on a fixed set. The special case
of exists_isContinuityEquation_map_smul_fst_add_smul_snd_of_injOn in which, for almost every
t ∈ (0, 1), the map (x, y) ↦ (1 - t) • x + t • y is injective on one measurable set S
carrying π: then vₜ ((1 - t) • x + t • y) = y - x for almost every t ∈ (0, 1) and π-almost
every (x, y), and for every exponent p the p-action of v is the p-th moment of the
displacement.
The Benamou–Brenier upper bound. Let 1 ≤ p < ∞, and let π be an optimal coupling of a
finite measure μ and a measure ν on E for the cost d(x, y) ^ p, at finite Wasserstein
distance W_p (μ, ν). Then the displacement interpolation, the laws μₜ of
(1 - t) • x + t • y under π, solves the continuity equation on (0, 1) with a velocity field
of p-action at most W_p (μ, ν) ^ p: ∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt ≤ W_p (μ, ν) ^ p.
The velocity along an optimal displacement interpolation. Let E be strictly convex, let
1 < p < ∞, and let π be an optimal coupling of a finite measure μ and a measure ν on E
for the cost d(x, y) ^ p, at finite Wasserstein distance W_p (μ, ν). Then the displacement
interpolation, the laws μₜ of (1 - t) • x + t • y under π, solves the continuity equation on
(0, 1) with a velocity field v equal to the displacement along the interpolation,
vₜ ((1 - t) • x + t • y) = y - x for almost every t ∈ (0, 1) and π-almost every (x, y),
and the p-action of v is the p-th power of the Wasserstein distance:
∫₀¹ ∫ ‖vₜ‖ ^ p dμₜ dt = W_p (μ, ν) ^ p.
The optimal coupling is concentrated on its support, which is cyclically monotone, and transport
segments between pairs of a cyclically monotone set do not cross
(TauCeti.IsCyclicallyMonotone.injOn_smul_add_smul), so no averaging takes place.