testing spontaneous wavefunction collapse models on
play

Testing Spontaneous Wavefunction Collapse Models on Classical - PowerPoint PPT Presentation

Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators Lajos Di osi Wigner Center, Budapest 28 Nov 2016, Budapest Lajos Di osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on


  1. Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators Lajos Di´ osi Wigner Center, Budapest 28 Nov 2016, Budapest Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 1 / 13

  2. Mechanical Schr¨ odinger Cats, Catness 1 DP and C[ontinuous] S[pontaneous] L[ocalization] 2 What is monitored spontaneously about a bulk? 3 Mechanical oscillator under spontaneous collapse (hidden 4 monitoring) Digression: interferometric tests 2003- 5 Spontaneous collapse yields spontaneous heating 6 Spontaneous heating ∆ T sp in DP and CSL 7 Detecting ∆ T sp : just classical thermometry? 8 Preparation and detection separated 9 10 Summary and implications for DP/CSL 11 Epilogue Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 2 / 13

  3. Mechanical Schr¨ odinger Cats, Catness Mechanical Schr¨ odinger Cats, Catness Microscopic mass distribution matters: f ( r ) = � k m k δ ( r − x k ). f 1 ( r ) , f 2 ( r ), catness � f 1 − f 2 � 2 is to be chosen later. | Cat � = | f 1 � + | f 2 � √ 2 ⇒ 1 2 | f 1 �� f 1 | + 1 | Cat �� Cat | = 2 | f 2 �� f 2 | Collapse: immediate if we measure f suddenly gradual if we monitor f ( r , t ) with finite resolution. spontaneous and gradual at rate ∼ � f 1 − f 2 � 2 — in new QM Spontaneous Collapse Models (demystified): f ( r , t ) is being monitored, with resolution encoded in � f 1 − f 2 � Devices are hidden, hence outcome signal is not accessible The only testable effect is the back-action of hidden monitors Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 3 / 13

  4. DP and C[ontinuous] S[pontaneous] L[ocalization] DP and C[ontinuous] S[pontaneous] L[ocalization] Spatial resolution σ � 0 is finite (against divergence): � m k g σ ( r − x k ) f ( r ) = k DP: very fine microscopic resolution σ = 10 − 12 cm CSL: loose, almost macroscopic resolution σ = 10 − 5 cm Spatio-temporal resolution of (hidden) monitoring f : DP: weak, proportional to the Newton constant G CSL: strong, ∝ λ ≈ 10 − 9 Hz /amu, new universal constant! Fine spatial resolution with small G in DP, poor spatial resolution with large λ in CSL: similar collapse effects for bulk d.o.f., with characteristic differences... Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 4 / 13

  5. What is monitored spontaneously about a bulk? What is monitored spontaneously about a bulk? DP: all bulk coordinates, like c.o.m., solid angle, acoustics position, angle position, angle internal macroscopic modes CSL: location of surfaces and nothing else horizontal position position, angle position, angle 4x stronger Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 5 / 13

  6. Mechanical oscillator under spontaneous collapse (hidden monitoring) Mechanical oscillator under spontaneous collapse (hidden monitoring) 1D oscillation, extended object, mass m , frequency Ω, c.o.m.: ˆ x , ˆ p p 2 H = ˆ 2 m + 1 ˆ 2 m Ω 2 ˆ x 2 (1) Dynamics of c.o.m. state ˆ ρ , under spontaneous (hidden) monitoring: d ˆ dt = − i ρ ρ ] − D sp � [ˆ H , ˆ � 2 [ˆ x , [ˆ x , ˆ ρ ]] . (2) D sp depends on DP/CSL, on geometry/structure of the mass. Back-action, two equivalent interpretations: x-decoherence (quantum) — interference tests p-diffusion (classical) — non-interferometric tests Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 6 / 13

  7. Digression: interferometric tests 2003- Digression: interferometric tests 2003 Very demanding! Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 7 / 13

  8. Spontaneous collapse yields spontaneous heating Spontaneous collapse yields spontaneous heating Full classical Fokker-Planck: ∂ pp ρ + η mk B T ∂ 2 ∂ 2 d ρ dt = { H , ρ } + η ∂ ∂ p 2 ρ + D sp ∂ p 2 ρ, (3) damping rate η , environmental temperature T . With D sp =0, equilibrium at T : ρ eq = N exp( − H / k B T ). With D sp � 0, equilibrium at T + ∆ T sp , D sp = D sp ∆ T sp = τ (4) η mk B mk B τ = 1 /η = Q / Ω: relaxation (ring-down) time of oscillator Validity of classical (non-quantum) treatment: k B ∆ T sp ≫ � Ω . (5) Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 8 / 13

  9. Spontaneous heating ∆ T sp in DP and CSL Spontaneous heating ∆ T sp in DP and CSL � m , ✘✘✘ ✘ τ [ s ] × 10 − 5 K ; DP shape ∆ T sp = D sp ✚ ✚ τ ≈ ̺ [ g / cm 3 ] d [ cm ] τ [ s ] × 10 − 6 K ; CSL m mk B ✚ ✚ ∆ T sp for DP : Q 10 2 10 3 10 4 10 5 10 6 10 5 Hz [10 − 8 K] [10 − 7 K] [10 − 6 K] 10 − 5 K 10 − 4 K 10 4 Hz [10 − 7 K] 10 − 6 K 10 − 5 K 10 − 4 K 10 − 3 K Ω 10 3 Hz 10 − 6 K 10 − 5 K 10 − 4 K 10 − 3 K 10 − 2 K 10 2 Hz 10 − 5 K 10 − 4 K 10 − 3 K 10 − 2 K 10 − 1 K 10 − 4 K 10 − 3 K 10 − 2 K 10 − 1 K 10Hz 1 K 10 − 3 K 10 − 2 K 10 − 1 K 1Hz 1 K 10 K Data in [brackets] are not in the classical domain k B ∆ T sp ≫ � Ω. Data in boldface are above the millikelvin range! Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 9 / 13

  10. Detecting ∆ T sp : just classical thermometry? Detecting ∆ T sp : just classical thermometry? In soft Ω = 1 Hz − 1 kHz oscillators of long ring-down time τ = 1 h − 1 month , DP and CSL predict spontaneous heating ∆ T sp = 1 mK − 10 K . ∆ T sp is non-quantum, large enough to be detected by a classical ‘thermometer’ of resolution δ T � ∆ T sp . Paradoxical: Construction of the oscillator, preparation of the equilibrium state, precise mK-thermometry may need quantum opto-, magneto-, electro- ... mechanics Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 10 / 13

  11. Preparation and detection separated Preparation and detection separated Effect ∆ T sp ≫ � Ω / k B is classical, experiment might be fully classical. It won’t, because of extreme technical demands. Constructing soft high-Q mechnical oscillator micro mass, e.g.: 5 mg Matsumoto et al. (∆ T sp = 6 . 4 K ) heavy mass, e.g.: 40 kg Advanced LIGO (∆ T sp = 0 . 16 K ?) Preparing equilibrium state over hours—weeks at room temperature T ≈ 300 K at active cooling T � ∆ T sp Switch on detection of spontaneous heating by spectral ‘thermometry’ by state tomography Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 11 / 13

  12. Summary and implications for DP/CSL Summary and implications for DP/CSL spontaneous collapse = hidden monitoring spontaneous decoherence = spontaneous p-diffusion (classical) spontaneous heating ∆ T sp = const . × ring-down time DP/CSL: ∆ T sp = 1 mK − 10 K if ring-down time is 1h-1month preparation and detection (tomography) separated very close feasibility If predicted ∆ T sp won’t yet be seen, DP/CSL won’t yet be rejected! Just current optimistic parametrization would have to be updated: DP parameters: ( σ, G ) where σ may be larger than 10 − 12 cm . CSL parameters: ( σ, λ ) where λ may be smaller than 10 − 9 Hz . Diosi, PRL114, 050403 (2015) Matsumoto,Michimura,Hayase,Aso,Tsubono, arXiv:1312.5031 Advanced LIGO, arxiv:1411.4547 Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 12 / 13

  13. Epilogue Epilogue Lajos Di´ osi (Wigner Center, Budapest) Testing Spontaneous Wavefunction Collapse Models on Classical Mechanical Oscillators 28 Nov 2016, Budapest 13 / 13

Download Presentation
Download Policy: The content available on the website is offered to you 'AS IS' for your personal information and use only. It cannot be commercialized, licensed, or distributed on other websites without prior consent from the author. To download a presentation, simply click this link. If you encounter any difficulties during the download process, it's possible that the publisher has removed the file from their server.

Recommend


More recommend