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  • Slide 1
  • Algorithms to Quantify the Impacts of Congestion on Time-Dependent Real-World Urban Freight Distribution Networks Researchers Dr. Miguel FigliozziAssistant Professor, Department of Civil and Environmental Engineering, Portland State University Ryan ConradGraduate Research Assistant, Department of Civil and Environmental Engineering, Portland State University
  • Slide 2
  • VRP Solution Algorithm Applications to Real Urban Networks The Solution Algorithm Interfacing with the Google Maps API Presentation Overview Portland Case Study Modeling Customer Demands and Constraints Brief Literature Review Objectives/Practical Applications
  • Slide 3
  • Brief Literature Review Applying the TDVRP to urban networks Eglese, Maden, & Slater, (2006): Time-dependent shortest path using modeled road network and Road Timetable O-D matrix for solving the TDVRP Ichoua, S., Gendreau, M., & Potvin, J. (2003): Analyzed Solomon Benchmark Problems with time-dependent arcs; did not include roadway characteristics (e.g. freeways, traffic signals, etc.) Neither group of researchers looked at routing characteristics Modeling Customer Demands/Constraints Quak, H. J., & Koster, M. B. M. d. (2009): Analyzed and quantified impacts of public policies on freight carrier and customer costs Portland Transportation Archive Listing (PORTAL) Bertini, R. L., Hansen, S., Matthews, S., Rodriguez, A., & Delcambre, A. (2005): Overview of Portlands implementation of an archived data user service (ADUS)
  • Slide 4
  • Objectives of Research Research Objectives Provide a reliable solution algorithm for the TDVRP using: Use historical traffic data A real urban street network Develop methodology to quantify various customer constraints and demands Time windows Delivery time restrictions Demand levels Improve user interface Minimize Data storage Computational Complexity User-friendly input/output Assumptions Customer demands and locations known a priori Static problem using historical congestion data
  • Slide 5
  • Overview of the Google Maps API Advantages Open-source software available at http://code.google.com/ Very detailed road network Intuitive vehicle routing Preference for freeways/arterials Includes roadway characteristics in free-flow travel time calculations Additional features allow for selecting customers and plotting routes Very low data requirements/computational complexity Disadvantages Not all code available Shortest path algorithm black box Not a time-dependent shortest path calculation Ability to control or reroute vehicles onto alternate routes very limited
  • Slide 6
  • Output Customer coordinates Select Customers Map data Tele Atlas O-D Matrices Output Distance O-D Matrix Output Output Travel Time O-D Matrix Map data Tele Atlas Interfacing with the Google Maps API Click on the screen to select customers. The first selection is the depot. Uploading customer coordinates Calculating travel time and distance under free-flow conditions
  • Slide 7
  • VRP Algorithm Speed function Free-flow speeds (O-D Matrices) Optimized routes and performance measures PORTAL Data Travel Time Travel Time Occupancy Occupancy Traffic Volume Traffic Volume Calculate Results Implementing the Google Maps API Optimizing number of routes and total costs
  • Slide 8
  • TDVRP Solution Algorithm TDVRP Algorithm* H c and H y algorithms calculate expect arrival and departure times among feasible routes Accept network-wide TDTTs, but must be modified to accept travel times from multiple locations/data sources Auxiliary Routing Algorithm Route Construction Algorithm Route Improvement Algorithm Service Time Improvement Algorithm * Reference: Figliozzi, M.A., A Route Improvement Algorithm for the Vehicle Routing Problem with Time Dependent Travel Times. Proceeding of the 88th Transportation Research Board Annual Meeting, Washington DC. USA, January 2009. Route ConstructionRoute Improvement
  • Slide 9
  • TDVRP Solution Algorithm Arrival and Departure Time Algorithms H yf and H yb calculate vehicle travel times Traffic queuing effects captured by H yq algorithm Auxiliary Routing Algorithm Route Construction Algorithm Route Improvement Algorithm Service Time Improvement Algorithm Arrival Time Algorithm Departure Time Algorithm PORTAL Data Occupancy Vehicle Flow Google Maps API Free-flow Travel Speeds PORTAL Data Congested Travel Speeds
  • Slide 10
  • TDVRP Solution Algorithm Concept of Traffic Bottlenecks
  • Slide 11
  • TDVRP Solution Algorithm Modeling Traffic Conditions PORTAL Data Obtained from detector loop stations on I-5 freeway Travel time and speed data Traffic Bottlenecks Areas where travel speed is reduced Speed calculated by API
  • Slide 12
  • TDVRP Solution Algorithm Modeling Traffic Conditions PORTAL Data Obtained From Detector Loop Stations on I-5 Traffic flow Occupancy Used to simulate traffic queuing Occupancy Flow Vehicle queuing
  • Slide 13
  • TDVRP Solution Algorithm 10%
  • Slide 14
  • Case Study: Portland, OR Challenges Growing traffic congestion Diverse customer types in CBD Time-sensitive deliveries (e.g. time windows) Vehicle restrictions
  • Slide 15
  • Case Study: Portland, OR Carrier Responses Shifting Afternoon Deliveries to Early Morning Employing Additional Drivers/Vehicles Contracting Deliveries
  • Slide 16
  • Modeling Customer Demands and Constraints Customer and Depot Selection Customers selected by zoning criteria; 100 total Two depot locations Central location Suburban location Instances: random selections of customer to simulate day-to-day changes in deliveries
  • Slide 17
  • Central Depot Customers with service time constraints Central Depot Suburban Depot
  • Slide 18
  • Modeling Customer Demands and Constraints Constraints Early-morning delivery period Mixed-use and residential: no deliveries before 7AM 1 hr. time windows; no time windows for residential Extended morning delivery Extended 2 hrs. 1.5 hr. time windows (except residential) Congestion begins to intensify
  • Slide 19
  • Some Results Congested vs. Non-congested Traffic Conditions Static traffic bottlenecks: small differences in travel time, vehicles required, etc. Dynamic (with traffic queuing effects) and suburban depot Significant increase in the number of vehicles required Significant increase in travel distance Almost four-fold increase in travel times Depot Location Location matters: Greater increases in travel time, distance and vehicles for suburban depots compared to central locations.
  • Slide 20
  • Acknowledgements Myeonwoo Lim, Computer Science Graduate Student, Portland State University Nikki Wheeler, Civil Engineering Graduate Student, Portland State University Oregon Transportation Research and Education Consortium (OTREC)
  • Slide 21
  • Questions?