VISSIM 5.30-05 User Manual

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6 The Traffic Network Each connection is directed from an output channel number of one SC to an input channel number of another SC. Data written by the control program to an output channel is transmitted in the simulation second to the connected input channel and can be read from its control program. Example (using controller type VAP) Define the SC communication from SC 1, channel 7 to SC 3, channel 5. In the control logic the following commands can be used to send and receive data: ► Within the control logic of SC 1 the command below will set the output value of channel 7 to 1: Marker_Put( 7, 1 ) ► One simulation second later, the control logic of SC 3 can read this value through channel 5 using the following command: Value := Marker_Get( 5 ) The user-defined variable “Value” will then be set to 1 and can be used for subsequent program commands. 6.7.7 Railroad Block Signals Railroad block signals can be edited only directly in the VISSIM network file (INP). A signal head that is defined as a block signal ("Blocksicherung") does not belong to a signal group or signal controller but is switched according to the state of the next two signal groups downstream. Every block signal determines once per time step the status of the next two adjacent blocks downstream (a block is defined as the area between two block signals). The signal appears as follows: ► Red in case of a vehicle occupying the next immediate block downstream ► Amber if the next block is unoccupied and the following block is occupied by a vehicle ► Green if both downstream blocks are empty All vehicles passing a block signal displaying amber receive the associated maximum speed until they approach a block signal displaying green. Railroad block signals count normal signal heads as block delimiters but do not influence the states of those signals. The definition of a railroad block signal will look like the line below: 336 VISSIM 5.30-05 © PTV AG 2011
Signal Controllers SIGNAL_HEAD 912 NAME "" LABEL 0.00 0.00 BLOCK_SIGNAL DESIRED_SPEED 25.00 POSITION LINK 1 LANE 1 AT 558.020 VEHICLE_CLASSES ALL The speed 25.00 (km/h) refers to the maximum speed at an amber signal; the position 558.020 (meters) refers to the position along link 1 where the signal head is located. The link and signal head numbers refer to the link and signal head defined in the model. User Manual © PTV AG 2011 337
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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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Page 289 and 290: 6.7.2.4 Editing Signal Controllers
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Page 301 and 302: The Menus FILE General data file ma
Page 303 and 304: Signal Controllers Export parameter
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Page 307 and 308: Signal Controllers In the editing v
Page 309 and 310: Signal Controllers Marking a cell i
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Page 325 and 326: Signal Controllers - CLASSICAL - 3D
Page 327 and 328: Signal Controllers By means of dail
Page 329 and 330: 6.7.4.9 Detecting Inconsistent Plan
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Page 333 and 334: 3. Click the EXPORT command in the
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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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Properties & Options Simulation of
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Test of Signal Control without Traf
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8.2.3.2 Green Time Statistics (*.AG
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9 Presentation For presentiations,
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Animation If option Save vehicle/p
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9.2 Recording 3D Video files Record
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Recording 3D Video files - A sinus-
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Recording 3D Video files All change
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10 Output of Results VISSIM offers
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Evaluation type Analyzer database S
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► SIGNAL CHANGES: Displays a chro
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Enabling Evaluations The filenames
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MS Access can only be applied to th
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► Travel Times (raw data): cf. se
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Example Runtime Messages steps perf
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[ACTIONS] Runtime Messages ● STAR
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[VERSIONS] Runtime Messages In cert
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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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