期刊文献+

Solving traffic data occlusion problems in computer vision algorithms using DeepSORT and quantum computing

原文传递
导出
摘要 Inaccuracies of traffic sensors during traffic counting and vehicle classification have persisted as transportation agencies have been prompted to calibrate sensors periodically.Detection of multiple objects,heavy occlusions,and similar appearances in congested places are some causes of computer vision model inaccuracies.This paper used the YOLOv5 model for detection and the DeepSORT model for tracking objects.Due to the nature of the reported problem caused by many misses and mismatches,the power of quantum computing with the alternating direction method of multipliers(ADMM)optimizer was leveraged.A basic Kalman filter and the Hungarian algorithm features were used in combination with a quantum optimizer to present robust multiple object tracking(MOT)algorithms.This hybrid combination of the classical and quantum model has fastened learning the occludes during frame matching of tracks and detections by generating minimum quantum cost function value.Comparisons with the existing models indicated a significant increase in the primary MOT metric multiple object tracking accuracy(MOTA)by 16%more than the regular YOLOv5-DeepSORT model when using a quantum optimizer.Also,a 6%multiple object tracking precision(MOTP)increases and a 6%identification metrics(F_(1))score increase were observed using the quantum optimizer with identity switching reduced from 6 to 4.This model is expected to assist transportation officials in improving the accuracy of traffic counts and vehicle classification and reduce the need for regular computer vision software calibration.
出处 《Journal of Traffic and Transportation Engineering(English Edition)》 EI CSCD 2024年第1期1-15,共15页 交通运输工程学报(英文版)
基金 the contributions from the Center for Connected Multimodal Mobility(C2M2)(Tier 1 University Transportation Center)administered by the transportation program of the South Carolina State University(SCSU)and Benedict College(BC)for the quantum training knowledge.
  • 相关文献

参考文献2

二级参考文献81

  • 1Y. Richard Kim,Cheolmin Baek,B. Shane Underwood,Vijay Subramanian,Murthy N. Guddati,Kwangho Lee.Application of viscoelastic continuum damage model based finite element analysis to predict the fatigue performance of asphalt pavements[J]. KSCE Journal of Civil Engineering . 2008 (2)
  • 2E. J. Sellevold,?. Bj?ntegaard.Coefficient of thermal expansion of cement paste and concrete: Mechanisms of moisture interaction[J]. Materials and Structures . 2006 (9)
  • 3Federal Highway Administration (FHWA).Status of pavement design in the US. http://www.fhwa.dot.gov/pavement/dgit/dgitsurv.cfm . 2011
  • 4Thompson.Calibrated mechanistic structural analysis procedures for pavements. . 1990
  • 5WSDOT Pavement Guide. http://training.ce.washington.edu/WSDOT/ . 2011
  • 6MnPave Home. http://www.dot.state.mn.us/app/mnpave/ index.html . 2011
  • 7Federal Highway Administration (FHWA).Long-term pavement performance program highlights: accomplishments and benefits 1989-2009. . 2010
  • 8C.S. Desai.User’’s Manual for the DSC-2D Code for the 2002 Design Guide. . 2001
  • 9K.D. Hall,S. Beam.Estimating the sensitivity of design input variables for rigid pavement analysis with a mechanistic-empirical design guide. Transportation Research Record: Journal of the Transportation Research Board . 2005
  • 10R.C. Graves,K.C. Mahboub.Part 2: flexible pavements: pilot study in sampling-based sensitivity analysis of NCHRP design guide for flexible pavements. Transportation Research Record: Journal of the Transportation Research Board . 2006

共引文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部