| Literature DB >> 27966521 |
Kai Zheng1, Kezhi Li2, Shuang Cong1.
Abstract
Compressed sensing (CS) has been verified that it offers a significant performance improvement for large quantum systems comparing with the conventional quantum tomography approaches, because it reduces the number of measurements from O(d2) to O(rd log(d)) in particular for quantum states that are fairly pure. Yet few algorithms have been proposed for quantum state tomography using CS specifically, let alone basis analysis for various measurement sets in quantum CS. To fill this gap, in this paper an efficient and robust state reconstruction algorithm based on compressive sensing is developed. By leveraging the fixed point equation approach to avoid the matrix inverse operation, we propose a fixed-point alternating direction method algorithm for compressive quantum state estimation that can handle both normal errors and large outliers in the optimization process. In addition, properties of five practical measurement bases (including the Pauli basis) are analyzed in terms of their coherences and reconstruction performances, which provides theoretical instructions for the selection of measurement settings in the quantum state estimation. The numerical experiments show that the proposed algorithm has much less calculating time, higher reconstruction accuracy and is more robust to outlier noises than many existing state reconstruction algorithms.Entities:
Year: 2016 PMID: 27966521 PMCID: PMC5155294 DOI: 10.1038/srep38497
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Figure 1Normalized estimation error with different measurement rates under 5 measurement sets.
The red star line, blue cross line, black circle line, magenta plus sign line and green dot line represent Pauli measurements, Tetrahedron Platonic Solid measurements, Stokes measurements, Gaussian measurement and Bernoulli measurement respectively. The blue dotted line represents the normalized estimation error is 0.05. If the normalized estimation error is greater than 1, we record it as 1. The measurement rate increases from η = 0.02 to η = 0.4, and the incremental step is Δη = 0.02. Under each measurement rate, the algorithm runs the measurement and reconstruction 3 times and the estimation error is the mean value of the 3 normalized estimation errors, and the max number of iterations in every reconstruction is set as 100.
Figure 2Comparison experimental results of FP_ADMM and ADMM and LS.
The realization of ADMM and LS used the iterative method in ref. 26 and in ref. 3 respectively. The solid lines, dashed lines and dot dash lines represent the FP_ADMM and ADMM and LS respectively, and the circle lines represent n = 5, the cross lines represent n = 6, the star lines represent n = 7. The measurement rate increases from η = 0.05 to η = 0.5 and the incremental step is Δη = 0.05. Under each measurement rate, the algorithms run the measurement and reconstruction 3 times, and the errors are the mean value of the 3 normalized estimation errors. In each reconstruction, the max number of iterations is 30.
The Comparison of single iteration time between FP_ADMM and ADMM.
| 5 | 6 | 7 | |||||||
|---|---|---|---|---|---|---|---|---|---|
| 0.1 | 0.25 | 0.4 | 0.1 | 0.25 | 0.4 | 0.1 | 0.25 | 0.4 | |
| FP_ADMM | 0.046 | 0.052 | 0.058 | 0.666 | 0.845 | 1.018 | 1.825 | 1.924 | 2.241 |
| ADMM | 0.500 | 0.558 | 0.637 | 10.59 | 12.89 | 15.134 | 255.831 | 301.592 | 326.936 |
All Timing were performed in MATLAB on a computer with 2 cores of 2.4 GHz Intel Xeon E5-2407 CPUs.