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DLR-Institute of Transport Research Testing and benchmarking of microscopic traffic flow simulation models Elmar Brockfeld, Peter Wagner Elmar.Brockfeld@dlr.de, Peter.Wagner@dlr.de Institute of Transport Research German Aerospace Center (DLR) Rutherfordstrasse 2 12489 Berlin, Germany 10th WCTR, Istanbul, 06.07.2004
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DLR-Institute of Transport Research 2 The situation in microscopic traffic flow modelling today: » A very large number of models exists describing the traffic flow. » If they are tested, this is done separately with special data sets. » By now the microscopic models are quantitatively not comparable. „State of the art“
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DLR-Institute of Transport Research 3 Motivation Idea » Calibrate and validate microscopic traffic flow models with the same data sets. ( quantitative comparibility, benchmark possible ?) » Calibration and validation in a microscopic way by analysing any time- series produced by single cars. In the following » Calibration and validation of ten car-following models with data recorded on a test track in Hokkaido, Japan. » Comparison with results of other approaches.
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DLR-Institute of Transport Research 4 Test track Hokkaido, Japan 1200 m curve 300 m » 10 cars equipped with DGPS driving on a 3km test track » Delivery of positions in intervals of 0.1 second
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DLR-Institute of Transport Research 5 Test track Hokkaido, Japan Impressions
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DLR-Institute of Transport Research 6 Hokkaido, Japan – The data » Data recorded by Nakatsuji et al. in 2001 » Data from 4 out of 8 experiments are used for the analyses: » Exchange of drivers between the cars after each experiment » Leading car performed certain “driving patterns” on the straight sections: » driving with constant speeds of 20, 40, 60 and 80 km/h » driving in waves varying from about 30 to 70 km/h ExperimentDuration [min]Full loops „11“266 „12“257 „13“186 „21“144
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DLR-Institute of Transport Research 7 Hokkaido, Japan – Speed development Speed development of the leading car in all four experiments
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DLR-Institute of Transport Research 8 The models The following existing models have been analysed: » 4 parameters, CA0.1 („cellular automaton model“) » 4 p, OVM (“Optimal Velocity Model” by Bando) » 6 p, GIPPSLIKE (basic model by P.G. Gipps) » 6 p, AERDE (used in the software INTEGRATION) » 6 p, IDM (“Intelligent Driver Model” by D. Helbing) » 7 p, IDMM (“Intelligent Driver Model with Memory”) » 7 p, SK_STAR (based on the model by S. Krauss) » 7 p, NEWELL (CA-variant of the model with more variable acceleration and deceleration by G. Newell) » 13 p, FRITZSCHE (used in the british software PARAMICS; similar to what is used in the german software VISSIM by PTV) » 15 p, MITSIM (used in the software MitSim) leader follower
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DLR-Institute of Transport Research 9 The model‘s parameters Parameters used by all models: V_maxMaximum velocity lVehicle length aacceleration Most models: bdeceleration taureaction time Models with different driving regimes: MITSIM and FRITZSCHE Java Applet for testing the models
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DLR-Institute of Transport Research 10 Hokkaido, Japan - Simulation setup » For each simulation run one vehicle pair is under consideration » Movement of leading car:as recorded in the data » Movement of following car:following the rules of a traffic model » Error measurement: » epercentage error » Ttime series of experiment » g (obs) observed gaps/headways » g (sim) simulated gaps/headways » Objective of calibration: Minimize the error e ! gap V_data V_sim
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DLR-Institute of Transport Research 11 Hokkaido, Japan – gaps time series
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DLR-Institute of Transport Research 12 Hokkaido, Japan – Calibration and Validation Calibration (“Adjust parameters of a model to real data”) » Find the optimal parameter sets for each vehicle pair in each experiment (9*4 = 36 calibrations for each model): » Minimize the error e as defined before » Minimization with a gradient free (direct search) optimisation algorithm (“downhill simplex” or “Nelder-Mead”) » To avoid local minima: about 100 simulations with random initializations Validation (“Apply calibrated model to other real data sets”) » For each model all optimal parameter results are transferred to data sets of three other driver pairs (in total 108 validations for each model)
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DLR-Institute of Transport Research 13 Hokkaido, Japan - Calibration Results (1/2) Results of the first experiment “11” » Errors between 9 and 19 %, mostly between 13 and 17 % » No model appears to be the best
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DLR-Institute of Transport Research 14 Hokkaido, Japan - Calibration Results (2/2) » Calibration error: mostly 12 - 18 % (range 9 - 23 %) » All models share the same problems with the same data sets -> Which is the best model? » Average error of best model: 15.14 % » Average error of worst model: 16.20 % » Models with more parameters do not produce better results » Average difference of the models per data set is 2.5 percentage points Calibration of 10 models with 36 data sets ( 4 experiments „11“, „12“, „13“ and „21“, each with 9 driver pairs): Diversity in Diversity driver behaviour of models (6 %) (2.5 %) >
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DLR-Institute of Transport Research 15 Hokkaido, Japan - Validation Results (1/2) » Validation error: mostly 17 - 27 % » “Overfitting 1”: Special driver behaviour may produce high errors up to 40 or 50 % for all models » “Overfitting 2”: For some driver pairs some models produce singular high errors of more than 100 % Validation of each calibration result with three other driver pairs (->108 validations for each model) Sample plots for 2*9 validations
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DLR-Institute of Transport Research 16 Hokkaido, Japan - Validation Results (2/2) » Calibration errors: 12 - 18 % (peak 15-17) » Validation errors: 17 - 27 % (peak 21-23) » Additional validation error to calibration: 6 percentage points » Calibration: MEDIAN best/worst model: 14.84 % / 16.04 % » Validation: MEDIAN best/worst model: 21.60 % / 22.58 % » Additional validation error to calibration: 5.66 pp / 7.23 pp Distribution functions of the errors
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DLR-Institute of Transport Research 17 Comparison with other calibration approaches Approach Recorded on; Device Data volume Calibration errors headways Hokkaido (Brockfeld et al) Single lane test track; DGPS 40 traces 15-30 minutes Main range: 13-19 % 10 models: 15-16 % (Validation: 21.5-22.5 %) Hokkaido (Ranjitkar, Japan) Single lane test track; DGPS 47 traces 1-2 minutes Main range: 9-17 % 6 models: 12-13 %; 15 %; 18 %; 21 % ICC FOT (Schober, USA) Multilane highway; Radar 300 traces One to a few minutes 3 models: 18-20 % Speed class <35 mph: 9-10 % Speed class 35-55 mph:13-16 % Speed class > 55 mph: 16-17 % San Pablo Dam (Brockfeld et al) Single lane rural road; Humans Passing times of 2300 vehicles at 8 positions on two days Travel times 10 models: 15-17 % (6), 23% (Validation: 17-27%) I-80, Berkeley (Wagner et al) Multilane highway; Loop detectors 24 hours highway data Speed, flow 2 models: 18%
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DLR-Institute of Transport Research 18 Conclusions Essential results: » Minimum reachable levels for calibration: » Short traces or special situations:9 to 11 % » Simulating more than a few minutes:15 to 20 % » Minimum reachable levels for validation: » > 20 % ; about 3 to 7 percentage points higher than calibration case. » The analysed models do not differ so much » The diversity in the driver behaviour is bigger than the diversity of the models. » Models with more parameters must not necessarily produce better results than simple ones. » Preliminary advice: Take the simplest model or the one you know best!
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DLR-Institute of Transport Research 19 Perspectives and future research » Testing more models and more data sets » Test some other calibration techniques and measurements (speeds, accelerations,…) » Sensitivity analyses of the parameters (robustness of the models) » What are the problems of the models? Analysis of parameter results. Development of better models. » Finally development of a benchmark for microscopic traffic flow models.
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DLR-Institute of Transport Research 20 THANK YOU FOR YOUR ATTENTION !
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