VISSIM 5.30-05 User Manual

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5 Base Data for Simulation ► speed distribution 48-58 km/h, ► standard driving parameters except the values for both bx_add and bx_mult which are shown on the x-axis (in this example bx_add equals bx_mult -1), ► one time step per simulation second. veh / h / lane 2400 2200 2000 1800 1600 1400 Saturation Flow 1200 2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,25 4,50 bx_mult (=bx_add+1) Wiedemann 99 Car Following Model Scenario 74, 0% HGV Scenario 74, 5% HGV CC1 is the parameter which has a major influence on the safety distance and thus affects the saturation flow rate. Apart from that the saturation flow rate is also dependent on many other parameters, such as vehicle speed, truck percentage, no. of lanes etc. All the following scenarios are based on Wiedemann 99 car following model with default parameters, except for the parameter CC1 which is shown on the x-axis in the graphs below (one time step per simulation second). The main properties of each scenario shown in the following graphs are: Scenario Right-side rule Lanes Speed cars* Speed HGV* % HGV 99-1 no 2 80 n.a. 0% 99-2 no 2 80 85 15% 99-3 yes 2 80 n.a. 0% 99-4 yes 2 80 85 15% 99-5 yes 2** 120 n.a. 0% 99-6 yes 2 120 85 15% 144 VISSIM 5.30-05 © PTV AG 2011
Driving Behavior Scenario Right-side rule Lanes Speed cars* Speed HGV* % HGV 99-7 yes 3*** 120 n.a. 0% 99-8 yes 3 120 85 15% * as defined in the VISSIM defaults ** lane 2 closed to all HGV *** lane 3 closed to all HGV The results shown in the graphs below provide the resulting saturation flows for some specific VISSIM examples only. The results will be different for networks that do not conform with the properties of these examples. veh / h / lane 2400 2200 2000 1800 1600 1400 1200 Saturation Flow 0,5 0,6 0,7 0,8 0,9 1,0 1,1 1,2 1,3 1,4 1,5 CC1 Scenario 99-1 Scenario 99-3 Scenario 99-5 Scenario 99-7 User Manual © PTV AG 2011 145
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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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Page 96 and 97: 4 View Settings Move Tilt 96 VISSIM
Page 98 and 99: 4 View Settings 4.3.6 Fog/Haze Mous
Page 100 and 101: 4 View Settings 4.4 Background Imag
Page 102 and 103: 4 View Settings The size of an imag
Page 104 and 105: 4 View Settings 4.5 Save/Load Setti
Page 106 and 107: 5 Base Data for Simulation 5.1 Acce
Page 108 and 109: 5 Base Data for Simulation step len
Page 110 and 111: 5 Base Data for Simulation 5.2 Dist
Page 112 and 113: 5 Base Data for Simulation 5.2.4 Co
Page 114 and 115: 5 Base Data for Simulation Zugfahrz
Page 116 and 117: 5 Base Data for Simulation 5.2.5.2
Page 118 and 119: 5 Base Data for Simulation Element
Page 120 and 121: 5 Base Data for Simulation If a typ
Page 122 and 123: 5 Base Data for Simulation ● Rear
Page 124 and 125: 5 Base Data for Simulation [STATIC]
Page 126 and 127: 5 Base Data for Simulation [EXTERNA
Page 128 and 129: 5 Base Data for Simulation 5.4 Driv
Page 130 and 131: 5 Base Data for Simulation Because
Page 132 and 133: 5 Base Data for Simulation which is
Page 134 and 135: 5 Base Data for Simulation Lane Cha
Page 136 and 137: 5 Base Data for Simulation Other Pa
Page 138 and 139: 5 Base Data for Simulation 5.4.4 La
Page 140 and 141: 5 Base Data for Simulation Paramete
Page 142 and 143: 5 Base Data for Simulation The vehi
Page 146 and 147: 5 Base Data for Simulation veh / h
Page 148 and 149: 5 Base Data for Simulation ● No.:
Page 150 and 151: 5 Base Data for Simulation CON- FIG
Page 152 and 153: 5 Base Data for Simulation 5.6 Mana
Page 154 and 155: 5 Base Data for Simulation ► If t
Page 156 and 157: 5 Base Data for Simulation Travel t
Page 159 and 160: 6 The Traffic Network In this chapt
Page 161 and 162: Overview - Instead of clicking DATA
Page 163 and 164: 6.2 Data Import/Export Data Import/
Page 165 and 166: Data Import/Export ● Network Elem
Page 167 and 168: Data Import/Export The adaptive SYN
Page 169 and 170: Data Import/Export Specify the path
Page 171 and 172: VISUM VISSIM Blocked Turn for TSys
Page 173 and 174: 6.2.1.5 Adaptive ANM Import Data Im
Page 175 and 176: 6.2.2 Data Export Data Import/Expor
Page 177 and 178: A warning will appear if the VISSIM
Page 179 and 180: Data Import/Export 2. In the Open n
Page 181 and 182: VISUM network object Notes Connecto
Page 183 and 184: 6.2.2.4 FILE - EXPORT - 3DS MAX Dat
Page 185 and 186: Network Coding A link cannot have m
Page 187 and 188: Network Coding The lane width is re
Page 189 and 190: Network Coding ● Visualization:
Page 191 and 192: Split 1. Select link. 2. Choose EDI
Page 193 and 194: 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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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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