VISSIM 5.30-05 User Manual

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11 Evaluation Types for Simulations of Vehicles Measurement 1031: Data Collection Point(s) 10311, 10312 Measurement 1032: Data Collection Point(s) 10321 Measurement 1042: Data Collection Point(s) 10421, 10422 Measurement 91032: Data Collection Point(s) 910321 Measur.: Data Collection Number from: Start time of the Aggregation interval to: End time of the Aggregation interval Number Veh: Number of Vehicles Occup. Rate: Occupancy rate [%] Accel.: Acceleration [m/s²] Distance: Total Distance Traveled in the Network [m] Speed: Speed [km/h] Length: Vehicle Length [m] Persons: Number of People QueueDel.Tm.: Total Queue delay time [s] Measur.;from;to;Number Veh;Occup. Rate;Accel.;Distance;Speed;Length;Persons;QueueDel.Tm. ; ; ;;;Maximum;Maximum;Maximum;Maximum;Maximum;Maximum ; ; ;Car;Car;Car;Car;Car;Car;Car;Car 1031;0;60;0;0.0;0.0;0.0;0.0;0.0;0;0.0 1032;0;60;0;0.0;0.0;0.0;0.0;0.0;0;0.0 1042;0;60;7;6.0;3.3;138.7;44.7;4.5;1;24.8 91032;0;60;0;0.0;0.0;0.0;0.0;0.0;0;0.0 1031;60;120;3;1.3;0.2;284.0;53.9;4.1;1;55.6 1032;60;120;0;0.0;0.0;0.0;0.0;0.0;0;0.0 1042;60;120;4;2.7;3.3;138.7;25.0;4.5;1;48.6 91032;60;120;0;0.0;0.0;0.0;0.0;0.0;0;0.0 Example: Raw data file *.MER Data Collection (Raw Data) File: C:\Program Files\PTV_Vision\VISSIM530\Examples\Demo\LRT.LU\lux3_10.inp Comment: Luxembourg, SC 3-10 Date: Dienstag, 12. April 2011 13:18:39 VISSIM: 5.30-05* [28342] Data Collection Point 3131: Link 46 Lane 1 at 179.168 m, Length 0.000 m. Data Collection Point 3151: Link 10065 Lane 1 at 2.568 m, Length 0.000 m. Data Collection Point 3211: Link 42 Lane 1 at 197.590 m, Length 0.000 m. Data Collection Point 3231: Link 49 Lane 1 at 197.617 m, Length 0.000 m. Data Collection Point 3311: Link 10063 Lane 1 at 6.208 m, Length 0.000 m. ... Data C.P. t(enter) t(leave) VehNo Type Line v[m/s] a[m/s²] Occ Pers tQueue VehLength[m] 6311 16.95 -1.00 10 17 0 7.9 -2.83 0.05 1 0.0 4.55 6311 -1.00 17.60 10 17 0 6.0 -2.83 0.00 1 0.0 4.55 6312 19.90 -1.00 15 11 0 5.3 -2.68 0.10 1 0.0 4.11 6321 20.03 -1.00 14 14 0 13.5 -0.99 0.07 1 0.0 4.11 6321 -1.00 20.34 14 14 0 13.2 -0.99 0.04 1 0.0 4.11 … 506 VISSIM 5.30-05 © PTV AG 2011
Raw data output: Column Description Data Collection t(enter) Time when the vehicle´s front has passed the cross-section. Entry -1 indicates, that this happened before the current time step t(leave) Time when the vehicle´s end has passed the cross-section. Entry -1 indicates, that this has not happened yet. VehNo Internal number of the vehicle Type Vehicle type (e.g. 100 = car) Line PT line v Speed (in m/s) a Acceleration (in [m/s²]) Occ Occupancy: Time (in s) the vehicle has spent on the decision point in this simulation second Pers Number of persons in the vehicle tQueue Total time (in s) the vehicle has spent in congestion VehLength Vehicle length (in [m]) User Manual © PTV AG 2011 507
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VISSIM 5.30-05 User Manual
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Copyright © 2011 PTV Planung Trans
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Table of Contents Important Notice
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Table of Contents 4.3.4.3 Propertie
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Table of Contents 6.4.4.3 Editing 2
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Table of Contents 7.1.4.2 The Windo
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Table of Contents 10.1.2 Output to
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Table of Contents 12.7.6 Route Guid
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Important Notice to Users of Previo
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1 Introduction VISSIM is a microsco
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1.2 The Traffic Simulation Model Th
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The Traffic Simulation Model the te
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2 Program Installation 2.1 System R
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2 Program Installation 2.2 Installa
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2 Program Installation 2.4 The Dist
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3 Program Handling 3.1 The VISSIM D
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3 Program Handling editing (Pedestr
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3 Program Handling SIGNAL CONTROL V
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3 Program Handling License Shows de
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3 Program Handling SELECTION Define
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3 Program Handling PEDESTRIAN MODE
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3 Program Handling 3.1.4 The VISSIM
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3 Program Handling 3.2.2.1 Default
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3 Program Handling 5. Choose the de
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3 Program Handling 3.3.2 Multi-Sele
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3 Program Handling 3.3.3 Label Mode
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3 Program Handling increase by this
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3 Program Handling 3.5.2 Python as
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3 Program Handling def ControlBarri
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3 Program Handling Page Setup Optio
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3 Program Handling 3.7 Decimal Sepa
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4 View Settings 4.1 Display Options
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4 View Settings 4.1.3 Colors model
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4 View Settings These attributes ar
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4 View Settings Traffic Signals ●
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4 View Settings [MAST] Signal mast
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4 View Settings 4.1.5 Language & Un
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4 View Settings Here for each netwo
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4 View Settings 4.2.2.3 User-Defina
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4 View Settings 4.2.3.2 Examples: A
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4 View Settings Pan: Pressing left-
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4 View Settings 4.3.3 3D Animation
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4 View Settings 4. Confirm with OK.
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4 View Settings Mast Double click o
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4 View Settings Signal Head On Mast
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4 View Settings Sign On Mast In the
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4 View Settings Move Tilt 96 VISSIM
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4 View Settings 4.3.6 Fog/Haze Mous
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4 View Settings 4.4 Background Imag
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4 View Settings The size of an imag
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4 View Settings 4.5 Save/Load Setti
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5 Base Data for Simulation 5.1 Acce
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5 Base Data for Simulation step len
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5 Base Data for Simulation 5.2 Dist
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5 Base Data for Simulation 5.2.4 Co
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5 Base Data for Simulation Zugfahrz
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5 Base Data for Simulation 5.2.5.2
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5 Base Data for Simulation Element
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5 Base Data for Simulation If a typ
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5 Base Data for Simulation ● Rear
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5 Base Data for Simulation [STATIC]
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5 Base Data for Simulation [EXTERNA
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5 Base Data for Simulation 5.4 Driv
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5 Base Data for Simulation Because
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5 Base Data for Simulation which is
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5 Base Data for Simulation Lane Cha
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5 Base Data for Simulation Other Pa
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5 Base Data for Simulation 5.4.4 La
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5 Base Data for Simulation Paramete
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5 Base Data for Simulation The vehi
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5 Base Data for Simulation ► spee
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5 Base Data for Simulation veh / h
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5 Base Data for Simulation ● No.:
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5 Base Data for Simulation CON- FIG
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5 Base Data for Simulation 5.6 Mana
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5 Base Data for Simulation ► If t
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5 Base Data for Simulation Travel t
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6 The Traffic Network In this chapt
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Overview - Instead of clicking DATA
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6.2 Data Import/Export Data Import/
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Data Import/Export ● Network Elem
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Data Import/Export The adaptive SYN
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Data Import/Export Specify the path
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VISUM VISSIM Blocked Turn for TSys
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6.2.1.5 Adaptive ANM Import Data Im
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6.2.2 Data Export Data Import/Expor
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A warning will appear if the VISSIM
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Data Import/Export 2. In the Open n
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VISUM network object Notes Connecto
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6.2.2.4 FILE - EXPORT - 3DS MAX Dat
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Network Coding A link cannot have m
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Network Coding The lane width is re
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Network Coding ● Visualization:
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Split 1. Select link. 2. Choose EDI
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6.3.2 Connectors Network Coding In
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[LANE CHANGE] Network Coding ● Wi
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[DYNAMIC ASSIGNMENT] (optional modu
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Edit data Network Coding Single-sel
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6.3.3 Desired Speed Changes Network
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Network Coding ● No.: Unique iden
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5. Confirm OK. Network Coding Prope
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Definition Network Coding 1. To ins
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The list can be edited via NEW, EDI
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6.4.3.1 Creating & Editing Define n
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Scale Volume Copy & Paste data Dele
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Automobile Traffic - a period of co
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1. Select the link/connector for th
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Tabs (Types) Automobile Traffic The
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Selection in the Routes window Dele
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Combine static routes Automobile Tr
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Automobile Traffic User Manual © P
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Automobile Traffic No vehicles will
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Automobile Traffic [CLOSURES] This
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Click on the filter icon in the col
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Automobile Traffic will disregard a
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Automobile Traffic Placing a routin
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Automobile Traffic space is determi
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[PARKING SPACES] [SELECTION PARAMET
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Automobile Traffic 2. Select a link
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Automobile Traffic turning movement
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Public Transport It is possible to
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Public Transport Relative flow volu
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Public Transport If there is no con
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6.5.2.3 Editing Accessing the PT li
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● Minimum: Public Transport If t
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Public Transport ● Skipping poss
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Public Transport 6. If a departure
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Non-Signalized Intersections respon
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6.6.1.2 Creating Non-Signalized Int
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6.6.1.4 Editing - Stop only if: Ac
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1. Place the stop line on the stop
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Example 3 - Step 1 1 t = 0 s x = 5
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Example 3 - Step 3 8 t = 0 s x = 5
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Non-Signalized Intersections Driver
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Non-Signalized Intersections A vehi
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● Safety distance factor: (only f
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Set data by vehicle class Disable a
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[RTOR] (= right turn on red) ● O
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Merging section in Normal display M
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Signal Controllers A signal head is
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6.7.1.3 Editing 1. Select the Signa
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[ACTIVATION] ● Vehicle Classes: T
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6.7.2.4 Editing Signal Controllers
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[SIGTIMTBL. CFG] [SC/DET. REC] Sign
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Signal Controllers Some of the gene
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Signal Controllers Users of the Ext
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Properties & Options Signal Control
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Signal Controllers ► Start the au
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The Menus FILE General data file ma
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Signal Controllers Export parameter
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Signal state sequence State Green F
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Signal Controllers In the editing v
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Signal Controllers Marking a cell i
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Signal Controllers ● Pseudo stage
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6.7.4.5 Editing Stage Sequences (VI
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Signal Controllers Double-click a s
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Signal Controllers The list called
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A second green time can only be def
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Stretch or compress a signal progra
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Zoom in the signal program display
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Signal Controllers - CLASSICAL - 3D
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Signal Controllers By means of dail
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6.7.4.9 Detecting Inconsistent Plan
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Signal Controllers diverging stages
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3. Click the EXPORT command in the
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Signal Controllers The Excel file i
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Signal Controllers SIGNAL_HEAD 912
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7 Simulation of Pedestrians For pra
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7 Simulation of Pedestrians If the
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7 Simulation of Pedestrians 3D Mode
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7 Simulation of Pedestrians 7.1.4.1
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7 Simulation of Pedestrians The pro
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7 Simulation of Pedestrians ● Beh
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7 Simulation of Pedestrians [IN- ST
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7 Simulation of Pedestrians Select
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7 Simulation of Pedestrians In orde
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7 Simulation of Pedestrians Signal-
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7 Simulation of Pedestrians Case 2:
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7 Simulation of Pedestrians 7.1.6 P
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7 Simulation of Pedestrians Define
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7 Simulation of Pedestrians All cha
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7 Simulation of Pedestrians Pedestr
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7 Simulation of Pedestrians Method
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7 Simulation of Pedestrians pedestr
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7 Simulation of Pedestrians In fact
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7 Simulation of Pedestrians 6. Furt
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7 Simulation of Pedestrians Static
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7 Simulation of Pedestrians List of
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7 Simulation of Pedestrians All rou
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7 Simulation of Pedestrians number
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7 Simulation of Pedestrians In this
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7 Simulation of Pedestrians Display
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7 Simulation of Pedestrians The par
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7 Simulation of Pedestrians Add par
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7 Simulation of Pedestrians 7.2 Eva
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7 Simulation of Pedestrians Results
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7 Simulation of Pedestrians 2. Clic
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7 Simulation of Pedestrians - For s
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7 Simulation of Pedestrians v : Spe
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7 Simulation of Pedestrians Column
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7 Simulation of Pedestrians The fil
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7 Simulation of Pedestrians Paramet
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7 Simulation of Pedestrians If a qu
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7 Simulation of Pedestrians 7.2.5 P
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7 Simulation of Pedestrians The fol
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7 Simulation of Pedestrians Scheme
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7 Simulation of Pedestrians - be ov
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7 Simulation of Pedestrians Example
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7 Simulation of Pedestrians 7.5 Sim
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7 Simulation of Pedestrians As for
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7 Simulation of Pedestrians ► tau
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7 Simulation of Pedestrians In the
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7 Simulation of Pedestrians 7.7 Fie
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7 Simulation of Pedestrians 7.7.1 O
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7 Simulation of Pedestrians 7.7.2 S
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7 Simulation of Pedestrians 3. Crea
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7 Simulation of Pedestrians 6. Edit
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7 Simulation of Pedestrians 8. Crea
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7 Simulation of Pedestrians 10. Cre
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8 Simulation and Test The parameter
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● Comment: Text to identify the s
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Simulation of Vehicles and Pedestri
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Page 457 and 458: Test of Signal Control without Traf
Page 463 and 464: 8.2.3.2 Green Time Statistics (*.AG
Page 465 and 466: 9 Presentation For presentiations,
Page 467 and 468: Animation If option Save vehicle/p
Page 469 and 470: 9.2 Recording 3D Video files Record
Page 471 and 472: Recording 3D Video files - A sinus-
Page 473 and 474: Recording 3D Video files All change
Page 475 and 476: 10 Output of Results VISSIM offers
Page 477 and 478: Evaluation type Analyzer database S
Page 479 and 480: ► SIGNAL CHANGES: Displays a chro
Page 481 and 482: Enabling Evaluations The filenames
Page 483 and 484: MS Access can only be applied to th
Page 485 and 486: ► Travel Times (raw data): cf. se
Page 487 and 488: Example Runtime Messages steps perf
Page 489 and 490: [ACTIONS] Runtime Messages ● STAR
Page 491 and 492: [VERSIONS] Runtime Messages In cert
Page 493: Runtime Messages For some errors, a
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11 Evaluation Types for Simulations
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12 Dynamic Assignment 12.1 Introduc
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12 Dynamic Assignment Example: If w
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12 Dynamic Assignment 12.3 Building
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12 Dynamic Assignment [DYNAMIC ASSI
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12 Dynamic Assignment Right clickin
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12 Dynamic Assignment You may conve
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12 Dynamic Assignment Multi Selecti
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12 Dynamic Assignment Edit data Con
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12 Dynamic Assignment Manual adjust
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12 Dynamic Assignment Edge attribut
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12 Dynamic Assignment 1. To open th
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12 Dynamic Assignment The buttons s
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12 Dynamic Assignment Matrix file f
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12 Dynamic Assignment ► With data
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12 Dynamic Assignment 12.5 Simulate
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12 Dynamic Assignment TO n, κ i =
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12 Dynamic Assignment 12.6 Route Se
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12 Dynamic Assignment Again the sen
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12 Dynamic Assignment ALTERNATIVE P
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12 Dynamic Assignment 12.7 Optional
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12 Dynamic Assignment average of th
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12 Dynamic Assignment However, the
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12 Dynamic Assignment Other than dy
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12 Dynamic Assignment 2. Increase t
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12 Dynamic Assignment in VISSIM can
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12 Dynamic Assignment ● Search p
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12 Dynamic Assignment - The identif
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12 Dynamic Assignment ● Archive
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12 Dynamic Assignment 12.9 Initial
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12 Dynamic Assignment For more deta
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12 Dynamic Assignment 3. Select opt
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13 VISSIM Programming Interfaces (A
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14 Glossary of Files associated wit
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15 Service & Support 15.1 Online He
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15 Service & Support [SEARCH] Full-
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15 Service & Support - one of the h
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15 Service & Support 15.3 Contact I
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15 Service & Support 15.4 Services
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