VISSIM 5.30-05 User Manual

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8 Simulation and Test The parameters apply to the simulation of both vehicles and pedestrians. For additional parameters for the simulation of pedestrians please refer to section 7.5 et seqq. <strong>User</strong> <strong>Manual</strong> © PTV AG 2011 449
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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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Page 404 and 405: 7 Simulation of Pedestrians - For s
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Page 410 and 411: 7 Simulation of Pedestrians The fil
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Page 418 and 419: 7 Simulation of Pedestrians The fol
Page 420 and 421: 7 Simulation of Pedestrians Scheme
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Page 424 and 425: 7 Simulation of Pedestrians Example
Page 426 and 427: 7 Simulation of Pedestrians 7.5 Sim
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Page 430 and 431: 7 Simulation of Pedestrians ► tau
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Page 434 and 435: 7 Simulation of Pedestrians 7.7 Fie
Page 436 and 437: 7 Simulation of Pedestrians 7.7.1 O
Page 438 and 439: 7 Simulation of Pedestrians 7.7.2 S
Page 440 and 441: 7 Simulation of Pedestrians 3. Crea
Page 442 and 443: 7 Simulation of Pedestrians 6. Edit
Page 444 and 445: 7 Simulation of Pedestrians 8. Crea
Page 446 and 447: 7 Simulation of Pedestrians 10. Cre
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Page 452 and 453: 8 Simulation and Test The larger th
Page 454 and 455: 8 Simulation and Test If the VISSIM
Page 456 and 457: 8 Simulation and Test calculation f
Page 458 and 459: 8 Simulation and Test 8.2.2 Using M
Page 460 and 461: 8 Simulation and Test When testing
Page 462 and 463: 8 Simulation and Test German Defini
Page 464 and 465: 8 Simulation and Test 8.2.3.3 Time-
Page 466 and 467: 9 Presentation 9.1 Animation For th
Page 468 and 469: 9 Presentation language for import
Page 470 and 471: 9 Presentation 3. Press NEW... to c
Page 472 and 473: 9 Presentation ● NEW: Creates a n
Page 474 and 475: 9 Presentation 4. The Video Compres
Page 476 and 477: 10 Output of Results 10.1 Enabling
Page 478 and 479: 10 Output of Results 10.1.1 Output
Page 480 and 481: 10 Output of Results [VEHICLES] [SI
Page 482 and 483: 10 Output of Results Furthermore, t
Page 484 and 485: 10 Output of Results [CONNECTION] T
Page 486 and 487: 10 Output of Results 10.2 Runtime M
Page 488 and 489: 10 Output of Results It is not safe
Page 490 and 491: 10 Output of Results [HOTLINE PACKA
Page 492 and 493: 10 Output of Results [LOG] In certa
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► Table with two columns: - trave
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Delay Times ● Time: Enter the sta
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11.3 Data Collection Data Collectio
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Data Collection The selected data i
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Raw data output: Column Description
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● Queue Definition defines the qu
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11.5 Green Time Distribution Green
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86 1 * 89 1 * 90 1 * 91 1 * 106 1 *
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11.7 Vehicle Record Vehicle Record
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Vehicle Record To calculate the tot
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Vehicle Record Parameter Definition
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Vehicle Record Parameter Definition
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List of interaction states Status D
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11.8 Dynamic Signal Timing Plan Dyn
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Dynamic Signal Timing Plan ► Mult
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Add column Delete column Save layou
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24.0 24.0...IIII............ 25.0 2
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Signal Changes - New signal state -
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Link Evaluation ● The selected pa
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Link Evaluation Parameter Definitio
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11.12 Node Evaluation Node Evaluati
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Results Node Evaluation The results
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Node Evaluation Parameter Definitio
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Raw data output: Column Header Defi
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Filter Set a filter with regard to
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Parameter name in the list box Netw
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11.14 Observer Observer The observe
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Lane Changes - Distance [m] between
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11.17 Vehicle Input Vehicle Input T
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11.19 Export Once option Export is
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Special Evaluations (Discharge rate
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11.21 Paths Evaluation Paths Evalua
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Paths Evaluation Parameter Definiti
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11.22 Convergence Evaluation Conver
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11.23 Managed Lanes Managed Lanes M
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11.24 Analyzer Report Analyzer Repo
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Analyzer Report All the reports are
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nodes) Analyzer Report Reports Netw
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New Interval Delete Interval Edit I
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Analyzer Report The Preview Setting
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Analyzer Report If you have loaded
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Movement Group Delay Travel Times T
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VEHICLE_DATA Column Description Ite
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0 = Right-side Traffic, 1 = Left-si
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id Link type number Name Link type
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Analyzer Report The network and LOS
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12 Dynamic Assignment Without the D
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12.2 Principle Principle The Dynami
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Principle of Dynamic Assignment Inp
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Building an Abstract Network is rem
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Building an Abstract Network When m
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In the network file, node data is s
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Building an Abstract Network of ori
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Edit polygon Edit segments Building
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12.3.2.5 Converting a Node Select p
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Building an Abstract Network ► Th
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Building an Abstract Network An edg
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Building an Abstract Network If you
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12.4 Traffic Demand Traffic Demand
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12.4.2 Trip Chain Files Traffic Dem
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::= floating point number (for exam
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Simulated Travel Time and General C
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Simulated Travel Time and General C
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U = 1 j C j where Uj = utility of r
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Route Search and Route Choice it is
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Route Search and Route Choice For c
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Optional Enhancements of the Model
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Optional Enhancements of the Model
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Condition selection list: Strategy
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12.8 Assignment Control 12.8.1 Path
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● Travel Time on Paths computes
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Closed edges are shown in red color
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The subroute to be closed is define
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Assignment Control on the same link
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Assignment Control either up or dow
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Initial Solution from VISUM During
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- [TIME INTERVAL] in VISUM: Initial
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13 VISSIM Programming Interfaces (A
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13.2 External Driver Model - Driver
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13.4 Car2X Module Car2X Module The
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Emission Calculation - EmissionMode
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14 Glossary of Files associated wit
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Extension Name Content *.MER Data c
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14.2 Test Mode Files Extension Name
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14.4 ANM Import Files Extension Nam
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Extension Name Content Other Data F
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15 Service & Support User Manual ©
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[INDEX] Search in list of index ent
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15.1.2 Show topic Use the buttons t
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15.2 License Info License Info For
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15.3.2 Technical Hotline Contact In
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