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TMCpro -
Presence and Future of Real Time Traffic Information

     Dr. Ulrich Fastenrath
     T-Systems – Systems Integration
     DDG Gesellschaft für Verkehrsdaten mbH
System overview




                          Sat-Uplink


                 Leased lines



Playout Center



 Traffic Data
                                           ISDN


                           Administrator

                                           page 1
The TMCpro approach to quality



Quality
                     Traffic
                  Modelling and
   100%            Forecasting




             Raw Content Service Terminal User
             Data Provider Provider Device
                                    page 2
Producing Numerical Data with Sensors
Stationary data collection systems improve the quality of traffic information.




                                                                           GSM
                                                                                           DDG


                                           4.000 sensors

                                                                   Sensor
                                         > 5.500 loops             • measures traffic flow and
                                                                     average speed
                                                                   • distinguishes cars from
                                                                     trucks
   Detected network contains                                       • reports programmable events
   >90% of all incidents

                                                                         page 3
From Traffic Data to Traffic Information

                    LMSt            VIZ / VRZ              SES                 FCD
 Data sources




Data                        Communication interfaces, Data preprocessor
collection                 (Plausibility checks, Aggregation, Localization)



Product                          ∂ρ Traffic )
                                      ∂( ρV analysis, Generation of traffic reports,
                                    +         = ν rmp ,
generation                       ∂t     ∂x
                                  Calculation of travel times, Historical time series,
                                          Disturbance development forecasts,      ν
                                 ∂V      ∂V       1 ∂P( ρ )     1
                Traffic data        +V       =−    Short term predictions, rmp ⋅ (Vrmp − V ).
                                                            +       ⋅ (Ve − V ) +
                management       ∂t               ρ ∂x        τ (ρ)
                                         ∂x automated consistency checks,           ρ
                  center                        Customer specific features


                                                 Traffic information
                                                (Customer interface)

                                                              page 4
Traffic does not behave as it is supposed to

           Extrapolation characteristic, 2 lanes

           0,8



           0,7



           0,6



           0,5
   Gamma




           0,4



           0,3



           0,2



           0,1



            0
                 0    10         20          30       40         50        60        70           80        90          100
                                                             k [Fzg./km]

                     gamma_s60        std_gamma_s60    std_gamma_s300      gamma_c        std_gamma_c      gamma_s300



                                                                                                  page 5
Calibrating the free Velocity



                       150

                       140

                       130

                       120
free velocity [km/h]




                       110

                       100
                       90

                       80

                       70
                       60

                       50
                        02:00   04:00   06:00   08:00   10:00   12:00   14:00   16:00      18:00   20:00   22:00
                                                                Time


                                                                                        page 6
Coming to terms with the past



                Aggregation Interval        Time Diagonal



 System                                                        Telegram #3
  Time                                               Telegram #2


                                               Telegram #1




                                Data Time


                                                      page 7
Go with no flow?


                Classification of zero flux                                Classification of zero flux
                   (inductive loops)                                         (infrared detectors)
     100                                                        100


      80                                                         80


  frac                                                       frac                                          SV
       60                                               SV        60
  tion                                                       tion                                          FV
  [%]                                                   FV   [%]
                                                                                                           KA
      40                                                KA       40
                                                                                                           SV meas

      20                                                         20


       0                                                          0
            0   2   4   6   8 10 12 14 16 18 20 22 24                  0 2 4 6 8 10 12 14 16 18 20 22 24
                             Time of the day                                     Time of the day



Shown in red is the fraction of all zero flux situations which were due to stationary traffic
(data are from 15.05.2002 15:00 - 20.05.2002 06:40)

                                                                                           page 8
Is the traffic still there when nobody looks?

                       150
     velocity [km/h]




                       100                                                   MQ
                                                                             LOK
                                                                             HIL
                                                                             GKT
                       50




                        0
                         07:00   08:00   09:00      10:00            11:00
                                         time


    Passage of shock fronts at a virtual detector: the test position is 2284 m
    away from the upstream detector and 3581 m away from the
    downstream detector.
                                                            page 9
Detection of disturbed traffic states by DDG infrastructure




                                                      page 10
Detection of disturbed traffic states by DDG infrastructure II




                                                       page 11
A Scheme for measuring Product Quality
                                         Reference: BMW AG, Dr. Klaus Bogenberger,
                                         „Qualität von Verkehrsinformationen“,
                                         Straßenverkehrstechnik 10/2003




                                     customers‘
                                     expectation




                                                          page 12
Visualisation of Complex Dynamic Systems




                                           page 13
Road Weather and Road Conditions

                                             Road detector system for icy conditions
  TMC-Code             Meaning
     1002        Danger of aquaplaning
     1003             Slippery road
     1019       Slippery road due to frost
     1009             Freezing rain
     1008               Black ice
     1011                 Slush
     1112                  Rain
     1109              Heavy rain
     1104                Snowfall
     1101            Heavy snowfall
     1107                  sleet




                                                        page 14
Meteorological input data




                            page 15
Precipitation radar images




                             page 16
Convert TMC-Codes into weather messages




                                          page 17
Example for a TMC Message „Danger of Aquaplaning“




                                                    page 18
The product feature „DDG road weather“




                                         page 19
Navigation in Space and Time




                               page 20
Some Varieties of Traffic Forecast




                          Growth Rate
                                 Duration
                  ?
          ?

      q
                                     !    Pre-
                                         Warning

                                              page 21
Bottlenecks
                                 A              Qarr(A)
                                                                   B




                                                                         Qarr(B)
                                      link



  active                         blocked
                                                    9576 bottlenecks analysed
                     spillover                      2843 bottlenecks
            breakdown                                      considered relevant
                                                           for pre-warnings

 recovery
                            recovery
               inactive

                          activity of bottlenecks
                                                               page 22
Breakdown Frequencies at Bottlenecks




      Reference: Brilon, W.; Zurlinden, H.: Kapazität von Straßen als Zufallsgröße,
                      Straßenverkehrstechnik 4/2004, S. 164-172
                                                              page 23
Breakdown Probabilities at Bottlenecks

                         Flow rate (q), probability of breakdown (Pbd) and of congestion (Pc ) at
                             site Düsseldorf Mörsenbroich located along the highway A52

                      100%                                                  1200

                      80%
                                                                            900




                                                                                   flow rate [vphpl]
    probability [%]




                      60%                                                                              P_bd(+15 min)
                                                                            600                        P_c
                      40%                                                                              q

                                                                            300
                      20%

                       0%                                                   0
                             0   2   4   6   8 10 12 14 16 18 20 22 24
                                         time of day 05.07.2004 [h]



                 Breakdown of traffic flow is a stochastic event, whereby probabilities of
                 breakdown are associated with specific flow rates.

                                                                                         page 24
Störfallmodell


                        Konkrete Realisierung einer Verkehrsstörung                                         breakdown

                                                                                20
                 2000                                                                                        recovery
                                                                                16




                                                                                       Verweildauer [min]
                 1600
Verkehrsstärke
  [Fz/h/Spur]




                                                                                12
                 1200

                  800                                                           8

                  400                                                           4

                    0                                                           0
                        3   4   5   6   7     8   9   10 11 12 13 14 15 16
                                               Tageszeit [H]

                                Q-IN        Kapazität Cv       Q-OUT    Tv


                                                                             page 25
Delay Times at Bottlenecks

                            Delay caused by breakdown of traffic flow
                                      at different times T bd


               50
               40                                                          T_bd=5,75
 Delay [min]




               30                                                          T_bd=6,5
               20                                                          T_bd=7,5
                                                                           T_bd=8,0
               10
                0
                    5   6         7         8          9   10         11
                                      entry time [h]




                                                                page 26
Pre-Warnings: Example 1




                          page 27
Pre-Warnings: Example




                        page 28
Pre-Warnings: Example 3




                          page 29
Quality of Pre-Warnings


             100%                                          300

             80%                                           250

                                                           200               ROC




                                                                 VWZ [min]
  TPR [% ]




             60%
                                                                             K
                                                           150
             40%                                                             L
                                                           100               VWZ
             20%                                           50

              0%                                           0
                    0%   20%   40%   60%   80%   100%
                                FPR [%]


                                                 page 30
Motorways are not enough




                 1,280,000 km
                 in total




23,000 km                              106,000 km
motorways                              highways


                                       page 31
Do-iT: The Project

               Do-iT is part of the research and development
Do-iT        initiative „Verkehrsmanagement 2010“ sponsored
                                   by BMWi

                             Partners:

     Innenministerium Baden-Württemberg

 Landeshauptstadt Stuttgart
                                          Stadt Karlsruhe
          Universität Stuttgart, represented by
               Institut für Anwendungen der Geodäsie im Bauwesen and
               Lehrstuhl für Verkehrsplanung und Verkehrsleittechnik

Associated: T-Mobile Deutschland GmbH            ====!quot;§==Mobile=
                          DDG Gesellschaft für Verkehrsdaten mbH

                                                         page 32
Floating Phone Data: Functional Principle
Do-iT
                                                A-bis                     A
                                              interface               interface
                                        BTS                    BSC
                                        BTS                                          MSC
                                                               BSC
               MS                       BTS

                                                   Network Probes




                                              Mobile Phone Positioning



                                          Identification of Active Road Users

Data provision for
  public and private        Floating
                           Phone Data
                                                   Map-Matching &
  applications                                  Trajectory Generation
                                                                            FPD-Server

                                                  Reference:33
                                                        page IAGB University of Stuttgart
Establishing the Data Basis
Do-iT

                                   BTS

                                   BTS                   BSC              MSC
   MS


 All mobiles:                          A-bis link                        A link
 • Localisation Updates
 (in particular at LA updates)                (LAC1) -> (LAC2,CI2)

 Active mobiles only:                              (CI1) -> (CI2)
 • Handover events
 • Measurement Reports (~ 2 Hz)   CI,TA (=distance)
                                  Field strength

                                          Temporary Mobile Subscriber ID

 Master data needed for                           Cell geometry
 interpretation:
                                  Topology data
                                  (=antenna locations)

                                  Best server plots            page 34
Network covered and Applications
   Do-iT

Applications
                                                               A-Net
                                  U-Net                        motorways
Innenministerium BW
(A-Net, U-Net):                   diversion routes
                                                     AK Walldorf
• Dynamic Network Control
• Traffic State of U-Net
                                                                                      AK Weinsberg
Cities of Stuttgart and
Karlsruhe                                                          B-Net
(C-Net, urban U-Net):                                              federal highways
• Improvement of knowledge
about current traffic situation
• Estimation of Travel Times                C-Net
• direct measurement of the                 City of Karlsruhe
impact of network control
• improvement of control
strategies
                                                               C-Net
DDG (all networks):                                            City of Stuttgart
• Navigate, TMCpro

                                                                      page 35
Measurement of Traffic Flow
 Do-iT
                                                                             Comparison of Location Area Updates
                                                                        and traffic flow as measured by stationary sensor

                                                             4000
                                                             3500
                                                             3000




                                           Rate [events/h]
                                                             2500
                                                                                                                            Q-SES
                                                             2000
         LA boundary                                                                                                        LAC-Updates
                                                             1500
            LA 2                                             1000
LA 1
                                                              500
                    CI 2
                                                                0
                                                                    0       3    6     9    12     15        18    21   0
                                                                                      time of day [HH]
                           Cell boundary



                                                                         Flow of mobiles ≠ traffic flow
Frequency of transitions                                                 Superposition of more than one traffic flow
LA1 → (LA2,CI2)



                                                                                                         page 36
Network covered at Abis Level
Do-iT




                                        page 37
Example at A Level: Free Traffic
Do-iT



                                                         LAC       CI Azimut Time
                                                22111   28961    22111
                              12228
                                                        28939    12228   120 06:28:32
                      17980                             28939    17980    45 06:28:40
                                                        28939    18002 225* 06:29:46
                                                        28939    15639   45* 06:30:24
            18002                                       28939    32092   240 06:31:17
          15639                                         28939    54179   300 06:31:38
                                                        28939    54178   160 06:32:24
                                                        28950     3413       06:33:39

  32092                                                                   * = Tunnel
              9
            17
          54




              54178




                      3413
                                                                page 38
Projektnetz             Do-iT




              page 39
Do-iT                                       Example for Incident Detection
                                                                     Stationary Sensors
                                  NET-FCD

                           3413(28950)->55508(28682)

                  60
                  55
                  50
                  45
                  40
travel time [m]




                  35
                  30
                  25
                  20
                  15
                  10
                  5
                  0
                       0     4     8      12      16   20   24
                                    arrival time [h]


                                                                             page 40
A Truck Accident observed by Floating Phones

                                                         Do-iT




                                               page 41
Waves of Holiday Traffic, southbound

                                                 Do-iT




                                       page 42
It can always get worse.

                                     Do-iT




                           page 43
The Traffic Jam is no Respecter of Persons.

                                                        Do-iT




                                              page 44
Early Example from a Trunk Road

                                            Do-iT




                                  page 45
TMCpro: Neue Inhalte für die dynamische Navigation.
Baulich getrennte Fahrspuren.
                                                            Do-iT




                                                  page 46
TMCpro: Neue Inhalte für die dynamische Navigation.
Drei-Phasen-Theorie.
                                                            Do-iT




                                                  page 47
TMCpro: Neue Inhalte für die dynamische Navigation.
Synchronisierter Verkehr.
                                                            Do-iT




                                                  page 48
TMCpro: Neue Inhalte für die dynamische Navigation.
Rückreisewellen.
                                                            Do-iT




                                                  page 49
TMCpro: Neue Inhalte für die dynamische Navigation.
Auch das gibt es.
                                                            Do-iT




                                                  page 50
Travel Time Data for a Rail Transit Mode
                                                      12.07.2007

                900




                600
Reisezeit [s]




                                                                                               Rohdaten
                                                                                               Züge

                300




                  0
                      5          6        7       8           9       10             11   12
                                               Austrittszeit TA [h]

                                                                           page 51
Trains Identified

                900




                600
Reisezeit [s]




                                                                     S4, S41                                               10.7.
                                                                                                                           11.7.
                                                                                                                           12.7.

                300                                         ICE 78

                                  ICE 604
                                         ICE 778 ICE 976         ICE 602                                      ICE 372
                                                                                 ICE 278          ICE 76
                                                                                                  ICE 600

                  0
                      6,0   6,5     7,0    7,5   8,0       8,5   9,0       9,5     10,0    10,5       11,0   11,5   12,0
                                                       Austrittszeit TA [h]

                                                                                            page 52
Enrichment of stationary Infrastructure by the
      Mobile Network
A8-OW (stk_id=5)
        TMC-LC


LUP +
Call




                              LATT-
LUP
                              Messung




SES/VIZ




              AK          AS AD         AS             AS
              Stuttgart   Leonberg      Heimsheim      Pforzheim
                                                       O page 53
                                                             N     W
Probability Density of Cells along a Motorway

   O->W




                     2/3




                      1/3




                                                page 54
Do-iT          Example for Incident Localisation

        Floating Phones                                            Stationary Sensors
                               Incident indication




                                                     time of day
                                                                             location


                                                                   page 55
Sources for Traffic Data in Germany in the Course of Time

                                                                                                        stationary
                                                                                                        detection
  Cities            traffic management
                                                                                                        systems
                    centers

                                                                                       convergence      FCD
                                                           diverse FCD species         zone


 motor                                                                                                  Net-FCD

 ways
                                   limited installations


                                                                                 rollout net-FCD


  high                       SES of DDG
  ways
           Regional TICs                                     GATS-FCD



           1990                          2000                            2010                        2020
                                                                                        page 56
Sensors, Floating Cars and Floating Phones
Do-iT




                                    Floating Phones
                         Police     Loops        Sensors Floating Cars




                                       Data Collection



                                            Traffic Modelling
                        Editorial           Traffic Forecast
                         Team

                                          Traffic information
                                              page 57

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TMCpro: Presence and Future of Real Time Traffic Information

  • 1. TMCpro - Presence and Future of Real Time Traffic Information Dr. Ulrich Fastenrath T-Systems – Systems Integration DDG Gesellschaft für Verkehrsdaten mbH
  • 2. System overview Sat-Uplink Leased lines Playout Center Traffic Data ISDN Administrator page 1
  • 3. The TMCpro approach to quality Quality Traffic Modelling and 100% Forecasting Raw Content Service Terminal User Data Provider Provider Device page 2
  • 4. Producing Numerical Data with Sensors Stationary data collection systems improve the quality of traffic information. GSM DDG 4.000 sensors Sensor > 5.500 loops • measures traffic flow and average speed • distinguishes cars from trucks Detected network contains • reports programmable events >90% of all incidents page 3
  • 5. From Traffic Data to Traffic Information LMSt VIZ / VRZ SES FCD Data sources Data Communication interfaces, Data preprocessor collection (Plausibility checks, Aggregation, Localization) Product ∂ρ Traffic ) ∂( ρV analysis, Generation of traffic reports, + = ν rmp , generation ∂t ∂x Calculation of travel times, Historical time series, Disturbance development forecasts, ν ∂V ∂V 1 ∂P( ρ ) 1 Traffic data +V =− Short term predictions, rmp ⋅ (Vrmp − V ). + ⋅ (Ve − V ) + management ∂t ρ ∂x τ (ρ) ∂x automated consistency checks, ρ center Customer specific features Traffic information (Customer interface) page 4
  • 6. Traffic does not behave as it is supposed to Extrapolation characteristic, 2 lanes 0,8 0,7 0,6 0,5 Gamma 0,4 0,3 0,2 0,1 0 0 10 20 30 40 50 60 70 80 90 100 k [Fzg./km] gamma_s60 std_gamma_s60 std_gamma_s300 gamma_c std_gamma_c gamma_s300 page 5
  • 7. Calibrating the free Velocity 150 140 130 120 free velocity [km/h] 110 100 90 80 70 60 50 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 Time page 6
  • 8. Coming to terms with the past Aggregation Interval Time Diagonal System Telegram #3 Time Telegram #2 Telegram #1 Data Time page 7
  • 9. Go with no flow? Classification of zero flux Classification of zero flux (inductive loops) (infrared detectors) 100 100 80 80 frac frac SV 60 SV 60 tion tion FV [%] FV [%] KA 40 KA 40 SV meas 20 20 0 0 0 2 4 6 8 10 12 14 16 18 20 22 24 0 2 4 6 8 10 12 14 16 18 20 22 24 Time of the day Time of the day Shown in red is the fraction of all zero flux situations which were due to stationary traffic (data are from 15.05.2002 15:00 - 20.05.2002 06:40) page 8
  • 10. Is the traffic still there when nobody looks? 150 velocity [km/h] 100 MQ LOK HIL GKT 50 0 07:00 08:00 09:00 10:00 11:00 time Passage of shock fronts at a virtual detector: the test position is 2284 m away from the upstream detector and 3581 m away from the downstream detector. page 9
  • 11. Detection of disturbed traffic states by DDG infrastructure page 10
  • 12. Detection of disturbed traffic states by DDG infrastructure II page 11
  • 13. A Scheme for measuring Product Quality Reference: BMW AG, Dr. Klaus Bogenberger, „Qualität von Verkehrsinformationen“, Straßenverkehrstechnik 10/2003 customers‘ expectation page 12
  • 14. Visualisation of Complex Dynamic Systems page 13
  • 15. Road Weather and Road Conditions Road detector system for icy conditions TMC-Code Meaning 1002 Danger of aquaplaning 1003 Slippery road 1019 Slippery road due to frost 1009 Freezing rain 1008 Black ice 1011 Slush 1112 Rain 1109 Heavy rain 1104 Snowfall 1101 Heavy snowfall 1107 sleet page 14
  • 18. Convert TMC-Codes into weather messages page 17
  • 19. Example for a TMC Message „Danger of Aquaplaning“ page 18
  • 20. The product feature „DDG road weather“ page 19
  • 21. Navigation in Space and Time page 20
  • 22. Some Varieties of Traffic Forecast Growth Rate Duration ? ? q ! Pre- Warning page 21
  • 23. Bottlenecks A Qarr(A) B Qarr(B) link active blocked 9576 bottlenecks analysed spillover 2843 bottlenecks breakdown considered relevant for pre-warnings recovery recovery inactive activity of bottlenecks page 22
  • 24. Breakdown Frequencies at Bottlenecks Reference: Brilon, W.; Zurlinden, H.: Kapazität von Straßen als Zufallsgröße, Straßenverkehrstechnik 4/2004, S. 164-172 page 23
  • 25. Breakdown Probabilities at Bottlenecks Flow rate (q), probability of breakdown (Pbd) and of congestion (Pc ) at site Düsseldorf Mörsenbroich located along the highway A52 100% 1200 80% 900 flow rate [vphpl] probability [%] 60% P_bd(+15 min) 600 P_c 40% q 300 20% 0% 0 0 2 4 6 8 10 12 14 16 18 20 22 24 time of day 05.07.2004 [h] Breakdown of traffic flow is a stochastic event, whereby probabilities of breakdown are associated with specific flow rates. page 24
  • 26. Störfallmodell Konkrete Realisierung einer Verkehrsstörung breakdown 20 2000 recovery 16 Verweildauer [min] 1600 Verkehrsstärke [Fz/h/Spur] 12 1200 800 8 400 4 0 0 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Tageszeit [H] Q-IN Kapazität Cv Q-OUT Tv page 25
  • 27. Delay Times at Bottlenecks Delay caused by breakdown of traffic flow at different times T bd 50 40 T_bd=5,75 Delay [min] 30 T_bd=6,5 20 T_bd=7,5 T_bd=8,0 10 0 5 6 7 8 9 10 11 entry time [h] page 26
  • 31. Quality of Pre-Warnings 100% 300 80% 250 200 ROC VWZ [min] TPR [% ] 60% K 150 40% L 100 VWZ 20% 50 0% 0 0% 20% 40% 60% 80% 100% FPR [%] page 30
  • 32. Motorways are not enough 1,280,000 km in total 23,000 km 106,000 km motorways highways page 31
  • 33. Do-iT: The Project Do-iT is part of the research and development Do-iT initiative „Verkehrsmanagement 2010“ sponsored by BMWi Partners: Innenministerium Baden-Württemberg Landeshauptstadt Stuttgart Stadt Karlsruhe Universität Stuttgart, represented by Institut für Anwendungen der Geodäsie im Bauwesen and Lehrstuhl für Verkehrsplanung und Verkehrsleittechnik Associated: T-Mobile Deutschland GmbH ====!quot;§==Mobile= DDG Gesellschaft für Verkehrsdaten mbH page 32
  • 34. Floating Phone Data: Functional Principle Do-iT A-bis A interface interface BTS BSC BTS MSC BSC MS BTS Network Probes Mobile Phone Positioning Identification of Active Road Users Data provision for public and private Floating Phone Data Map-Matching & applications Trajectory Generation FPD-Server Reference:33 page IAGB University of Stuttgart
  • 35. Establishing the Data Basis Do-iT BTS BTS BSC MSC MS All mobiles: A-bis link A link • Localisation Updates (in particular at LA updates) (LAC1) -> (LAC2,CI2) Active mobiles only: (CI1) -> (CI2) • Handover events • Measurement Reports (~ 2 Hz) CI,TA (=distance) Field strength Temporary Mobile Subscriber ID Master data needed for Cell geometry interpretation: Topology data (=antenna locations) Best server plots page 34
  • 36. Network covered and Applications Do-iT Applications A-Net U-Net motorways Innenministerium BW (A-Net, U-Net): diversion routes AK Walldorf • Dynamic Network Control • Traffic State of U-Net AK Weinsberg Cities of Stuttgart and Karlsruhe B-Net (C-Net, urban U-Net): federal highways • Improvement of knowledge about current traffic situation • Estimation of Travel Times C-Net • direct measurement of the City of Karlsruhe impact of network control • improvement of control strategies C-Net DDG (all networks): City of Stuttgart • Navigate, TMCpro page 35
  • 37. Measurement of Traffic Flow Do-iT Comparison of Location Area Updates and traffic flow as measured by stationary sensor 4000 3500 3000 Rate [events/h] 2500 Q-SES 2000 LA boundary LAC-Updates 1500 LA 2 1000 LA 1 500 CI 2 0 0 3 6 9 12 15 18 21 0 time of day [HH] Cell boundary Flow of mobiles ≠ traffic flow Frequency of transitions Superposition of more than one traffic flow LA1 → (LA2,CI2) page 36
  • 38. Network covered at Abis Level Do-iT page 37
  • 39. Example at A Level: Free Traffic Do-iT LAC CI Azimut Time 22111 28961 22111 12228 28939 12228 120 06:28:32 17980 28939 17980 45 06:28:40 28939 18002 225* 06:29:46 28939 15639 45* 06:30:24 18002 28939 32092 240 06:31:17 15639 28939 54179 300 06:31:38 28939 54178 160 06:32:24 28950 3413 06:33:39 32092 * = Tunnel 9 17 54 54178 3413 page 38
  • 40. Projektnetz Do-iT page 39
  • 41. Do-iT Example for Incident Detection Stationary Sensors NET-FCD 3413(28950)->55508(28682) 60 55 50 45 40 travel time [m] 35 30 25 20 15 10 5 0 0 4 8 12 16 20 24 arrival time [h] page 40
  • 42. A Truck Accident observed by Floating Phones Do-iT page 41
  • 43. Waves of Holiday Traffic, southbound Do-iT page 42
  • 44. It can always get worse. Do-iT page 43
  • 45. The Traffic Jam is no Respecter of Persons. Do-iT page 44
  • 46. Early Example from a Trunk Road Do-iT page 45
  • 47. TMCpro: Neue Inhalte für die dynamische Navigation. Baulich getrennte Fahrspuren. Do-iT page 46
  • 48. TMCpro: Neue Inhalte für die dynamische Navigation. Drei-Phasen-Theorie. Do-iT page 47
  • 49. TMCpro: Neue Inhalte für die dynamische Navigation. Synchronisierter Verkehr. Do-iT page 48
  • 50. TMCpro: Neue Inhalte für die dynamische Navigation. Rückreisewellen. Do-iT page 49
  • 51. TMCpro: Neue Inhalte für die dynamische Navigation. Auch das gibt es. Do-iT page 50
  • 52. Travel Time Data for a Rail Transit Mode 12.07.2007 900 600 Reisezeit [s] Rohdaten Züge 300 0 5 6 7 8 9 10 11 12 Austrittszeit TA [h] page 51
  • 53. Trains Identified 900 600 Reisezeit [s] S4, S41 10.7. 11.7. 12.7. 300 ICE 78 ICE 604 ICE 778 ICE 976 ICE 602 ICE 372 ICE 278 ICE 76 ICE 600 0 6,0 6,5 7,0 7,5 8,0 8,5 9,0 9,5 10,0 10,5 11,0 11,5 12,0 Austrittszeit TA [h] page 52
  • 54. Enrichment of stationary Infrastructure by the Mobile Network A8-OW (stk_id=5) TMC-LC LUP + Call LATT- LUP Messung SES/VIZ AK AS AD AS AS Stuttgart Leonberg Heimsheim Pforzheim O page 53 N W
  • 55. Probability Density of Cells along a Motorway O->W 2/3 1/3 page 54
  • 56. Do-iT Example for Incident Localisation Floating Phones Stationary Sensors Incident indication time of day location page 55
  • 57. Sources for Traffic Data in Germany in the Course of Time stationary detection Cities traffic management systems centers convergence FCD diverse FCD species zone motor Net-FCD ways limited installations rollout net-FCD high SES of DDG ways Regional TICs GATS-FCD 1990 2000 2010 2020 page 56
  • 58. Sensors, Floating Cars and Floating Phones Do-iT Floating Phones Police Loops Sensors Floating Cars Data Collection Traffic Modelling Editorial Traffic Forecast Team Traffic information page 57