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LeanPool.NavierStokesAndEuler.Euler.TransversePacketHistoryPressure

The actual normalized scalar pressure for the transverse history #

The pressure is the literal mean-zero angular integral of the normal residual of the constructed history. Its L² realization, zero mean, spatial smoothness, support, and pointwise equation (11) are proved here.

@[reducible, inline]

Force field: an abbreviation for pointField P (forcingPath G) G.path_orbit t.

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    Normal residual, given by (⟪D.normal.field t x.1,forceField G t x⟫_ℝ - 2*⟪D.normal.field t x.1,D.M.field t x.1 (B.field G t x)⟫_ℝ)/‖D.normal.field t x.1‖^2.

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      Residual path, given by sourceResidual P D.M D.normal D.normalLower D.normalLower_pos D.normal_lower (forcingPath G) (B.velocityPath G).

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        The actual scalar L² source equals the literal normal quotient.

        The actual mean-zero periodic angular integral.

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          Equation (11) before taking the angular integral, valid at every point.

          theorem EulerTransversePacketProvider.HistoryData.field_pressure_equation {P : } [Fact (0 < P)] {U : Type u_1} [NormedAddCommGroup U] [InnerProductSpace U] [CompleteSpace U] {D : Data U} (B : HistoryData D) {raw : EulerPacketProfileRecursion.VectorField} (G : Forcing P D raw) (t : (Set.Icc 0 D.T)) (y : EulerSmoothLimit.Space) (θ : ) :
          B.derivativeField G t (y, θ) + ((D.M.field t) y) (B.field G t (y, θ)) + deriv (fun (s : ) => B.pressureField G t (y, s)) θ (D.normal.field t) y = raw (t, y, θ)

          The constructed history and its literal normalized pressure solve (11).