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VTTI Driving Transportation with Technology Slide 1 Transportation Sustainability: What can ITS Offer? By Hesham Rakha, Ph.D., P.Eng. Director, Center for Sustainable Mobility at the Virginia Tech Transportation Institute Professor, Charles E. Via, Jr. Dept. of Civil and Environmental Engineering at Virginia Tech
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VTTI Driving Transportation with Technology RakhaSlide 2 ITS and Transportation Sustainability Presentation Outline Eco-routing Field and modeling results Eco-cruise control systems Eco-cooperative adaptive cruise control systems On-going and future research initiatives
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VTTI Driving Transportation with Technology ITS and Transportation Sustainability Rakha Slide 3 Route Choice Impacts on Fuel Consumption: Field Results
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VTTI Driving Transportation with Technology RakhaSlide 4 ITS and Transportation Sustainability Objectives Quantify the impact of route choice decisions on vehicle fuel consumption and emission levels How?? Second-by-second morning trip data using a portable Global Positioning System (GPS) unit at a suburb of the Washington, DC metropolitan area Utilized MOBILE6, MOVES, VT-Micro, and CMEM models
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VTTI Driving Transportation with Technology RakhaSlide 5 ITS and Transportation Sustainability Study Corridors
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VTTI Driving Transportation with Technology RakhaSlide 6 ITS and Transportation Sustainability Trip Characteristics HighwayArterialDifference Average Travel Time (min)25.6329.94.27 (14%) 95 percentile of Travel time36.2537.86 5 percentile of Travel time23.3226.23 Std.Dev. of Travel Time (min)4.175.080.91 Average Speed (mi/h)53.3935.3918 Std. Deviation of Speed6.394.94 95 percentile of Speed58.8539.44 5 percentile of Speed37.0427.46 Distance (mi)22.4417.255.19 Number of Trips2118
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VTTI Driving Transportation with Technology RakhaSlide 7 ITS and Transportation Sustainability Data Collection The study used a portable GPS unit, GD30L, Manufactured by LAIPAC Technology, Inc. Recorded at a 1-second resolution Probe vehicle travel data The probe vehicle maintained the average speed of the traffic stream Ensure that it was representative of the general flow Collected on weekdays between March and May of 2006 using a test vehicle The trip route (highway or arterial) was randomly selected on the day of data collection. The size of collected data satisfy the minimum sample size (N) for a 5% significance level
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VTTI Driving Transportation with Technology RakhaSlide 8 ITS and Transportation Sustainability MOBILE6 Model Estimates emission factors based on different roadway types and average speeds Average speed of each section (highway & arterial sections) was individually simulated and combined Default settings used Vehicle model year, mileage rate, vehicle age, vehicle-type percentage, and altitude information Average speeds and road types used The study only demonstrates the relative energy & emission differences associated with motorists ’ route choices Only exhaust running emissions Light duty gasoline vehicle (LDGV)
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VTTI Driving Transportation with Technology RakhaSlide 9 ITS and Transportation Sustainability MOVES2010 Model Project scale was selected to estimate emissions from individual vehicle trip data. 2010 Aug. version was used. The following data were utilized. Local setting: Michigan-Washtenaw County data (Fuel data and meteorology data) Only Gasoline passenger cars Drive schedule data (second-by-second speed profile) were imported or used – thus operational mode data were not utilized No grade data were used to compare other emission model results Only run exhaust emission data were used – no start emission or evaporated emissions
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VTTI Driving Transportation with Technology RakhaSlide 10 ITS and Transportation Sustainability VT-Micro Model Microscopic fuel consumption and emissions (HC, CO, NO x, CO 2, PM) model using instantaneous speed and acceleration levels Dual-regime polynomial regression model Developed utilizing a number of data sources Oak Ridge National Laboratory (ORNL) data (9 vehicles), EPA data(101 vehicles), and on board emission equipment data Multiple vehicle classes including LDVs, LDTs, heavy duty truck, and bus
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VTTI Driving Transportation with Technology RakhaSlide 11 ITS and Transportation Sustainability CMEM model Developed by researchers at the University of California, Riverside Estimates emissions as a function of the vehicle ’ s operating mode Predicts second-by-second tailpipe emissions and fuel-consumption rates CMEM vehicle categories 11 and 24 Type11: new low-mileage vehicles Type24: old high-mileage vehicles
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VTTI Driving Transportation with Technology RakhaSlide 12 ITS and Transportation Sustainability Fuel Consumption
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VTTI Driving Transportation with Technology RakhaSlide 13 ITS and Transportation Sustainability HC Emissions
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VTTI Driving Transportation with Technology RakhaSlide 14 ITS and Transportation Sustainability CO Emissions
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VTTI Driving Transportation with Technology RakhaSlide 15 ITS and Transportation Sustainability Contribution of High Engine Loads HCCONOxCO2Fuel VT-Micro Hwy Top 1 %16 %19 %4 %3 %4 % Top 2 %24 %30 %7 %6 %7 % Top 5 %39 %47 %17 %13 %14 % Top 10 %54 %64 %32 %23 %25 % CMEM24 Hwy Top 1 %20 %38 %30 %3 %5 % Top 2 %32 %63 %50 %6 %9 % Top 5 %52 %80 %73 %14 %17 % Top 10 %81 %84 %90 %25 %28 %
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VTTI Driving Transportation with Technology RakhaSlide 16 ITS and Transportation Sustainability Conclusions This specific case study shows If drivers select the optimum route, significant savings in fuel consumption and emissions can be achieved Savings up to 63, 71, 45, and 20 % in HC, CO, NO x, and CO 2 emissions, respectively and 23 percent in energy consumption UE or SO traffic assignments do not necessarily minimize vehicle fuel consumption and emission levels A small portion of the trip (10 percent, high engine load operation) may produce up to 50 percent of the total trip emissions Significant air quality improvements and energy savings can be achieved through eco-driving
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VTTI Driving Transportation with Technology Slide 17 Network-wide Eco-Routing Impacts: The INTEGRATION Framework
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VTTI Driving Transportation with Technology RakhaSlide 18 ITS and Transportation Sustainability Modeling Approach Agent-based dynamic eco-routing tool for testing alternative routing strategies: En-route versus pre-trip planning Different levels of measurement accuracy Different vehicle types and classes Different levels of market penetration Evaluate eco-routing strategies on large urban networks
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VTTI Driving Transportation with Technology RakhaSlide 19 ITS and Transportation Sustainability Traffic and Energy Modeling Ten different traffic assignment algorithms Update vehicle longitudinal and lateral location (lane choice) every deci-second Longitudinal motion based on a user-specified steady-state speed-spacing relationship & speed differential between subject and lead vehicle Accelerations constrained by vehicle dynamics Aerodynamic, rolling, and grade resistance forces, & driver throttle level input Energy and emission modeling – VT-Micro
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VTTI Driving Transportation with Technology RakhaSlide 20 ITS and Transportation Sustainability Model initialization: Routes selected based on fuel consumption levels for travel at the facility’s free-flow speed Vehicles report their fuel consumption experiences prior to exiting a link Moving average fuel consumption estimate is recorded for each link for each of the five vehicle classes Independent errors in fuel consumption estimates can also be introduced to each vehicle class using a white noise error function Eco-routing Logic
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VTTI Driving Transportation with Technology RakhaSlide 21 ITS and Transportation Sustainability Eco-routing Logic Agent-based approach: Routes updated for each vehicle at departure and prior to leaving each link Sub-population approach: Each vehicle class is divided into five sub- populations that receive similar routing instructions Each driver attempts to minimize their perceived fuel consumption
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VTTI Driving Transportation with Technology RakhaSlide 22 ITS and Transportation Sustainability Network-wide Testing Cleveland Network Columbus Network
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VTTI Driving Transportation with Technology RakhaSlide 23 ITS and Transportation Sustainability Network Characteristics Cleveland network Four interstate highways (I-90, I-71, I-77, and I-490) 65,000 vehicles in the morning peak hour. 1,397 nodes, 2,985 links, 209 traffic signals, and 8,269 origin- destination (O-D) demand pairs using using 2010 demand data. The Columbus network Three interstate highways (I-70, I-71, and I-670) Grid configuration. Downtown area is a bottleneck during peak hours. Network provides more opportunities for re-routing compared to the Cleveland network. 2,056 nodes, 4,202 links, 254 traffic signals, and 21,435 O-D demand pairs.
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VTTI Driving Transportation with Technology RakhaSlide 24 ITS and Transportation Sustainability Example Illustration TT RoutingEco-routing TT-routingEco-routing Travel Distance (km)9.837.22 Travel Time (s)409.41590.85 Average Speed (km/h)86.4144.00 Fuel (l)1.090.89 HC (g)5.253.31 CO (g)134.3579.30 NOx (g)3.702.12 CO 2 (g)2340.611947.79
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VTTI Driving Transportation with Technology RakhaSlide 25 ITS and Transportation Sustainability Network-wide Impacts Eco-routing consistently reduces network-wide fuel consumption levels Reductions of 4 and 6.2 percent, respectively 4.8 and 3.2 percent increase in the average travel time
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VTTI Driving Transportation with Technology RakhaSlide 26 ITS and Transportation Sustainability Network-wide Impacts Results consistent for different vehicle types ORNL VehicleFuel Efficient Vehicle
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VTTI Driving Transportation with Technology RakhaSlide 27 ITS and Transportation Sustainability Network-wide Impacts
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VTTI Driving Transportation with Technology Slide 28 Eco-Cruise Control Systems
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VTTI Driving Transportation with Technology RakhaSlide 29 ITS and Transportation Sustainability VT-CPFM Model Virginia Tech Comprehensive Power-based Fuel consumption Model (VT-CPFM) Has the ability to produce a control system that does not result in bang-bang control and Is easily calibrated using publicly available data without the need to gather detailed engine and fuel consumption data. Estimates CO 2 emissions (R 2 =95%) Where: α 0, α 1, α 2 and β 0, β 1, and β 2 are model constants that require calibration, P(t) is the instantaneous total power in kilowatts (kW) at instant t, and w(t) is the engine speed at instant t.
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VTTI Driving Transportation with Technology RakhaSlide 30 ITS and Transportation Sustainability Manual vs. Cruise Control Driving
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VTTI Driving Transportation with Technology RakhaSlide 31 ITS and Transportation Sustainability Eco-Cruise Control (ECC) The research team has developed a predictive eco-cruise control system
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VTTI Driving Transportation with Technology RakhaSlide 32 ITS and Transportation Sustainability Eco-Cruise Control (ECC) Optimization logic Dynamic programming Dijkstra’s shortest path algorithm or Cost function Where, w 1 is the weight factor for the fuel consumption level, w 2 is the weight factor for deviation from the target speed, w 3 is the weight factor for gear changes, v 0 is the initial speed, v 1 is the final speed, v ref is the target speed, g 0 is the initial gear, g 1 is the final gear, FC (v0,v1) is the fuel consumption from v 0 to v 1 over a stage, FC (vref) is the fuel consumption at v ref over a stage.
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VTTI Driving Transportation with Technology RakhaSlide 33 ITS and Transportation Sustainability NYC to LA Simulation 2790 miles with mostly highway sections Use I-80, I-76, I-70, I-15, and I-10 route Assumed no interaction with other vehicles
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VTTI Driving Transportation with Technology RakhaSlide 34 ITS and Transportation Sustainability NYC to LA Simulation Toyota Camry Fuel (L) MPG Fuel Saving TT (hr) Avg. Spd (mph) σ s (mph) ∆TT (%) Conventional 252.841.943.064.90.7 Predictive (+5 &-1 mph) 239.644.35.2%43.364.41.20.8% Conventional (Spd : 60.7mph) 239.244.35.4%45.160.60.64.8% Predictive (± 5 mph) 227.246.710.1%46.060.72.07.0% Chevy Tahoe Fuel (L) MPG Fuel Saving TT (hr) Avg. Spd (mph) σ s (mph) ∆TT (%) Conventional 469.322.642.965.00.9 Predictive (+5 &-1 mph) 423.725.09.7%43.564.10.71.4% Conventional (Spd: 60.3mph) 431.424.68.1%45.960.81.06.9% Predictive (± 5 mph) 387.127.417.5%46.360.31.27.9%
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VTTI Driving Transportation with Technology Slide 35 Eco-Cruise Control in the Vicinity of Signalized Intersections
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VTTI Driving Transportation with Technology RakhaSlide 36 ITS and Transportation Sustainability SPAT Data and Smart Traffic Signals Scenario 1: TTI @ current speed falls in green indication. Scenario 2: Vehicle can accelerate to speed-limit and then TTI falls in green indication. Scenario 3: TTI @ current speed/speed-limit is far from next green indication. Scenario 4: Inducing a delay in trajectory can allow the vehicle to proceed without fully losing its inertia.
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VTTI Driving Transportation with Technology RakhaSlide 37 ITS and Transportation Sustainability Fuel Savings SAAB 95 Speed(mph) 253545 Delay (s) 2 13.12%14.86%17.84% 4 10.54%15.99%20.24% 6 9.31%15.67%19.89% 8 9.33%15.15%19.97% 10 7.84%15.12%7.85% Mercedes R350 Speed(mph) 253545 Delay (s) 2 12.58%17.66%21.10% 4 11.64%18.39%23.41% 6 12.22%18.53%23.36% 8 11.68%17.77%22.90% 10 9.63%17.52%10.24% Chevy Tahoe Speed(mph) 253545 Delay (s) 2 7.70%19.28%27.90% 4 11.22%21.98%29.54% 6 10.08%20.60%29.42% 8 10.57%20.79%28.02% 10 9.62%20.19%15.44% Chevy Malibu Speed(mph) 253545 Delay (s) 2 11.42%11.61%15.39% 4 10.99%14.95%16.97% 6 9.48%14.76%18.14% 8 8.22%14.90%18.49% 10 7.85%15.11%7.88%
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VTTI Driving Transportation with Technology RakhaSlide 38 ITS and Transportation Sustainability On-going and Future Work Eco-traffic signal control: Designing of traffic signal timings to reduce vehicle fuel consumption levels Developing real-time transit vehicle routing and scheduling procedures to minimize fleet fuel consumption levels Developing eco-drive systems: Integrating the proposed predictive ECC system within car-following models
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VTTI Driving Transportation with Technology RakhaSlide 39 ITS and Transportation Sustainability Publications Rakha, H., Ahn, K., Moran, K., Saerens, B., and Van den Bulck, E. (2011), " Virginia Tech Comprehensive Power-based Fuel Consumption Model: Model Development and Testing," Transportation Research Part D: Transport and Environment. doi:10.1016/j.trd.2011.05.008. Rakha, H., Ahn, K., Faris, W., and Moran, K. (2010), “Simple Vehicle Powertrain Model for Use in Traffic Simulation Software,” 89th Transportation Research Board Annual Meeting, Jan. 10-14, Washington D.C. (Paper 10-0201). Ahn, K., Rakha, H., and Moran, K. (2011), "ECO-Cruise Control: Feasibility and Initial Testing," 90th Transportation Research Board Annual Meeting, Jan. 24-27, Washington D.C. (Paper 11-1031). Rakha, H., Ahn, K., Moran, K., Saerens, B., and Van den Bulck, E. (2011), "Simple Comprehensive Fuel Consumption and CO2 Emission Model based on Instantaneous Vehicle Power," 90th Transportation Research Board Annual Meeting, Jan. 24-27, Washington D.C. (Paper 11-1009). Rakha, H., Ahn, K., and Moran, K. (2011), "INTEGRATION Framework for Modeling Eco-routing Strategies: Logic and Preliminary Results," 90th Transportation Research Board Annual Meeting, Jan. 24-27, Washington D.C. (Paper 11-3350). Park S., Rakha H., Ahn S., and Moran K. (2011), “Predictive Eco-Cruise Control: Algorithm and Potential Benefits,” 2011 IEEE Forum on Integrated and Sustainable Transportation Systems, Vienna, Austria, June 29 - July 1, 2011. Park S., Rakha H., Ahn K., and Moran K. (2012), "A Study of Potential Benefits of Predictive Eco-Cruise Control Systems," Transportation Research Board 91st Annual Meeting, Washington DC, January 22-26, CD-ROM [Paper # 12-0795]. Ahn K., Rakha H., and Moran K. (2012), "System-wide Impacts of Eco-routing Strategies on Large-scale Networks", Transportation Research Board 91st Annual Meeting, Washington DC, January 22-26, CD-ROM [Paper # 12-1638]. Park S., Rakha H., Ahn K., and Moran K. (2012), "Predictive Eco-cruise Control System: Model Logic and Preliminary Testing," Transportation Research Board 91st Annual Meeting, Washington DC, January 22-26, CD-ROM [Paper # 12-0794].
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VTTI Driving Transportation with Technology RakhaSlide 40 ITS and Transportation Sustainability Thank You! ??
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