VISSIM 5.30-05 User Manual

More documents

Recommendations

Info

11 Evaluation Types for Simulations of Vehicles Parameter Definition Column Header still (speed = 0) except PT dwell stops and stops in parking lots Occupancy Number of persons/passengers in the vehicle #Pers Origin Parking Lot Number of the Origin Parking Lot OPL Power Power [kW] Power Preceding Vehicle Number of the next (not necessarily relevant) vehicle downstream PT: Alighting Passengers PT: Average Wait Time PT: Boarding Passengers PT: Course Number PT: Current Dwell Time Number of passengers alighting at current stop Average Wait Time [s] for a boarder at the current stop Number of boarding passengers at current stop LVeh StpAlt StpWaT StpBd Number of the course Course Dwell Time [s] at current stop (incl. slack time) PT: Lateness Lateness [s] at the exit from the current stop (>0 = late) StpDwl StpLtns PT: Line Number Number of the line Line PT: Passenger Service Time PT: Total Dwell Time PT: PT stop number PT: Waiting Passengers Queue Encounters Passenger Service Time [s] at current stop The sum of all the PT stops dwell times [s] Number of the current PT stop Stp Number of passengers waiting at current stop StpSvcT SStpsDwlT StpWP Total number of Queue Encounters QEnc Queue Flag Flag: is vehicle in queue? + = yes, - = no Queue Queue Time Total Queue Time Thus Far [s] QTm Route Vehicle Record only: Route number Route Routing decision Vehicle Record only: Routing RoutDec 520 VISSIM 5.30-05 © PTV AG 2011
Vehicle Record Parameter Definition Column Header Routing decision & Route Routing Sequence decision number Vehicle Info only: Routing decision number & Route number Vehicle Info only: Links, Connectors, possibly Parking Lots and PT Stops Safety Distance Desired safety distance during the simulation step Simulation Time Vehicle Record only: Simulation Time [s] Simulation Time of Day Vehicle Record only: Simulation Time as Time of Day [hh:mm:ss] Speed Speed at the end of the simulation step Speed [m/s] Speed [m/s] at the end of the simulation step Speed Difference Speed relative to the relevant leading vehicle before the simulation step (>0 = faster) Speed Difference [m/s] Speed relative to the relevant leading vehicle [m/s] before the simulation step (>0 = faster) User Manual © PTV AG 2011 521 abx t ToD v vMS Dv DvMS Start Time Start Time [Simulation Second] STim Target Link Vehicle Record only: Target Link (Next Link on the Route) Theoretical Speed Theoretical Speed Without Obstructions Theoretical Speed [m/s] Total Distance Traveled Total Time in Network Trip Chain: Activity Trip Chain: Departure Time Theoretical Speed [m/s] Without Obstructions Total Distance Traveled in the Network in [m] TLnk vTheo vTheoMS DistX Total Time in Network [s] TTot Vehicle Info only: Number of Activity Vehicle Info only: Departure Time [simulation second] from Parking Lot
Page 1 and 2:
VISSIM 5.30-05 User Manual
Page 3 and 4:
Copyright © 2011 PTV Planung Trans
Page 5 and 6:
Table of Contents Important Notice
Page 7 and 8:
Table of Contents 4.3.4.3 Propertie
Page 9 and 10:
Table of Contents 6.4.4.3 Editing 2
Page 11 and 12:
Table of Contents 7.1.4.2 The Windo
Page 13 and 14:
Table of Contents 10.1.2 Output to
Page 15:
Table of Contents 12.7.6 Route Guid
Page 18 and 19:
Important Notice to Users of Previo
Page 21 and 22:
1 Introduction VISSIM is a microsco
Page 23 and 24:
1.2 The Traffic Simulation Model Th
Page 25:
The Traffic Simulation Model the te
Page 28 and 29:
2 Program Installation 2.1 System R
Page 30 and 31:
2 Program Installation 2.2 Installa
Page 32 and 33:
2 Program Installation 2.4 The Dist
Page 34 and 35:
3 Program Handling 3.1 The VISSIM D
Page 36 and 37:
3 Program Handling editing (Pedestr
Page 38 and 39:
3 Program Handling SIGNAL CONTROL V
Page 40 and 41:
3 Program Handling License Shows de
Page 42 and 43:
3 Program Handling SELECTION Define
Page 44 and 45:
3 Program Handling PEDESTRIAN MODE
Page 46 and 47:
3 Program Handling 3.1.4 The VISSIM
Page 48 and 49:
3 Program Handling 3.2.2.1 Default
Page 50 and 51:
3 Program Handling 5. Choose the de
Page 52 and 53:
3 Program Handling 3.3.2 Multi-Sele
Page 54 and 55:
3 Program Handling 3.3.3 Label Mode
Page 56 and 57:
3 Program Handling increase by this
Page 58 and 59:
3 Program Handling 3.5.2 Python as
Page 60 and 61:
3 Program Handling def ControlBarri
Page 62 and 63:
3 Program Handling Page Setup Optio
Page 64 and 65:
3 Program Handling 3.7 Decimal Sepa
Page 66 and 67:
4 View Settings 4.1 Display Options
Page 68 and 69:
4 View Settings 4.1.3 Colors model
Page 70 and 71:
4 View Settings These attributes ar
Page 72 and 73:
4 View Settings Traffic Signals ●
Page 74 and 75:
4 View Settings [MAST] Signal mast
Page 76 and 77:
4 View Settings 4.1.5 Language & Un
Page 78 and 79:
4 View Settings Here for each netwo
Page 80 and 81:
4 View Settings 4.2.2.3 User-Defina
Page 82 and 83:
4 View Settings 4.2.3.2 Examples: A
Page 84 and 85:
4 View Settings Pan: Pressing left-
Page 86 and 87:
4 View Settings 4.3.3 3D Animation
Page 88 and 89:
4 View Settings 4. Confirm with OK.
Page 90 and 91:
4 View Settings Mast Double click o
Page 92 and 93:
4 View Settings Signal Head On Mast
Page 94 and 95:
4 View Settings Sign On Mast In the
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 144 and 145:
5 Base Data for Simulation ► spee
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
Page 195 and 196:
[LANE CHANGE] Network Coding ● Wi
Page 197 and 198:
[DYNAMIC ASSIGNMENT] (optional modu
Page 199 and 200:
Edit data Network Coding Single-sel
Page 201 and 202:
6.3.3 Desired Speed Changes Network
Page 203 and 204:
Network Coding ● No.: Unique iden
Page 205 and 206:
5. Confirm OK. Network Coding Prope
Page 207 and 208:
Definition Network Coding 1. To ins
Page 209 and 210:
The list can be edited via NEW, EDI
Page 211 and 212:
6.4.3.1 Creating & Editing Define n
Page 213 and 214:
Scale Volume Copy & Paste data Dele
Page 215 and 216:
Automobile Traffic - a period of co
Page 217 and 218:
1. Select the link/connector for th
Page 219 and 220:
Tabs (Types) Automobile Traffic The
Page 221 and 222:
Selection in the Routes window Dele
Page 223 and 224:
Combine static routes Automobile Tr
Page 225 and 226:
Automobile Traffic User Manual © P
Page 227 and 228:
Automobile Traffic No vehicles will
Page 229 and 230:
Automobile Traffic [CLOSURES] This
Page 231 and 232:
Click on the filter icon in the col
Page 233 and 234:
Automobile Traffic will disregard a
Page 235 and 236:
Automobile Traffic Placing a routin
Page 237 and 238:
Automobile Traffic space is determi
Page 239 and 240:
[PARKING SPACES] [SELECTION PARAMET
Page 241 and 242:
Automobile Traffic 2. Select a link
Page 243 and 244:
Automobile Traffic turning movement
Page 245 and 246:
Public Transport It is possible to
Page 247 and 248:
Public Transport Relative flow volu
Page 249 and 250:
Public Transport If there is no con
Page 251 and 252:
6.5.2.3 Editing Accessing the PT li
Page 253 and 254:
● Minimum: Public Transport If t
Page 255 and 256:
Public Transport ● Skipping poss
Page 257 and 258:
Public Transport 6. If a departure
Page 259 and 260:
Non-Signalized Intersections respon
Page 261 and 262:
6.6.1.2 Creating Non-Signalized Int
Page 263 and 264:
6.6.1.4 Editing - Stop only if: Ac
Page 265 and 266:
1. Place the stop line on the stop
Page 267 and 268:
Example 3 - Step 1 1 t = 0 s x = 5
Page 269 and 270:
Example 3 - Step 3 8 t = 0 s x = 5
Page 271 and 272:
Non-Signalized Intersections Driver
Page 273 and 274:
Non-Signalized Intersections A vehi
Page 275 and 276:
● Safety distance factor: (only f
Page 277 and 278:
Set data by vehicle class Disable a
Page 279 and 280:
[RTOR] (= right turn on red) ● O
Page 281 and 282:
Merging section in Normal display M
Page 283 and 284:
Signal Controllers A signal head is
Page 285 and 286:
6.7.1.3 Editing 1. Select the Signa
Page 287 and 288:
[ACTIVATION] ● Vehicle Classes: T
Page 289 and 290:
6.7.2.4 Editing Signal Controllers
Page 291 and 292:
[SIGTIMTBL. CFG] [SC/DET. REC] Sign
Page 293 and 294:
Signal Controllers Some of the gene
Page 295 and 296:
Signal Controllers Users of the Ext
Page 297 and 298:
Properties & Options Signal Control
Page 299 and 300:
Signal Controllers ► Start the au
Page 301 and 302:
The Menus FILE General data file ma
Page 303 and 304:
Signal Controllers Export parameter
Page 305 and 306:
Signal state sequence State Green F
Page 307 and 308:
Signal Controllers In the editing v
Page 309 and 310:
Signal Controllers Marking a cell i
Page 311 and 312:
Signal Controllers ● Pseudo stage
Page 313 and 314:
6.7.4.5 Editing Stage Sequences (VI
Page 315 and 316:
Signal Controllers Double-click a s
Page 317 and 318:
Signal Controllers The list called
Page 319 and 320:
A second green time can only be def
Page 321 and 322:
Stretch or compress a signal progra
Page 323 and 324:
Zoom in the signal program display
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
Page 331 and 332:
Signal Controllers diverging stages
Page 333 and 334:
3. Click the EXPORT command in the
Page 335 and 336:
Signal Controllers The Excel file i
Page 337:
Signal Controllers SIGNAL_HEAD 912
Page 340 and 341:
7 Simulation of Pedestrians For pra
Page 342 and 343:
7 Simulation of Pedestrians If the
Page 344 and 345:
7 Simulation of Pedestrians 3D Mode
Page 346 and 347:
7 Simulation of Pedestrians 7.1.4.1
Page 348 and 349:
7 Simulation of Pedestrians The pro
Page 350 and 351:
7 Simulation of Pedestrians ● Beh
Page 352 and 353:
Page 354 and 355:
7 Simulation of Pedestrians [IN- ST
Page 356 and 357:
7 Simulation of Pedestrians Select
Page 358 and 359:
7 Simulation of Pedestrians In orde
Page 360 and 361:
7 Simulation of Pedestrians Signal-
Page 362 and 363:
7 Simulation of Pedestrians Case 2:
Page 364 and 365:
Page 366 and 367:
7 Simulation of Pedestrians 7.1.6 P
Page 368 and 369:
7 Simulation of Pedestrians Define
Page 370 and 371:
7 Simulation of Pedestrians All cha
Page 372 and 373:
7 Simulation of Pedestrians Pedestr
Page 374 and 375:
7 Simulation of Pedestrians Method
Page 376 and 377:
7 Simulation of Pedestrians pedestr
Page 378 and 379:
7 Simulation of Pedestrians In fact
Page 380 and 381:
7 Simulation of Pedestrians 6. Furt
Page 382 and 383:
7 Simulation of Pedestrians Static
Page 384 and 385:
7 Simulation of Pedestrians List of
Page 386 and 387:
7 Simulation of Pedestrians All rou
Page 388 and 389:
7 Simulation of Pedestrians number
Page 390 and 391:
7 Simulation of Pedestrians In this
Page 392 and 393:
7 Simulation of Pedestrians Display
Page 394 and 395:
7 Simulation of Pedestrians The par
Page 396 and 397:
7 Simulation of Pedestrians Add par
Page 398 and 399:
7 Simulation of Pedestrians 7.2 Eva
Page 400 and 401:
7 Simulation of Pedestrians Results
Page 402 and 403:
7 Simulation of Pedestrians 2. Clic
Page 404 and 405:
7 Simulation of Pedestrians - For s
Page 406 and 407:
7 Simulation of Pedestrians v : Spe
Page 408 and 409:
7 Simulation of Pedestrians Column
Page 410 and 411:
7 Simulation of Pedestrians The fil
Page 412 and 413:
7 Simulation of Pedestrians Paramet
Page 414 and 415:
7 Simulation of Pedestrians If a qu
Page 416 and 417:
7 Simulation of Pedestrians 7.2.5 P
Page 418 and 419:
7 Simulation of Pedestrians The fol
Page 420 and 421:
7 Simulation of Pedestrians Scheme
Page 422 and 423:
7 Simulation of Pedestrians - be ov
Page 424 and 425:
7 Simulation of Pedestrians Example
Page 426 and 427:
7 Simulation of Pedestrians 7.5 Sim
Page 428 and 429:
7 Simulation of Pedestrians As for
Page 430 and 431:
7 Simulation of Pedestrians ► tau
Page 432 and 433:
7 Simulation of Pedestrians In the
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
Page 449 and 450:
8 Simulation and Test The parameter
Page 451 and 452:
● Comment: Text to identify the s
Page 453 and 454:
Simulation of Vehicles and Pedestri
Page 455 and 456:
Properties & Options Simulation of
Page 457 and 458:
Test of Signal Control without Traf
Page 459 and 460:
Page 461 and 462:
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
Page 496 and 497: 11 Evaluation Types for Simulations
Page 570 and 571:
11 Evaluation Types for Simulations
Page 572 and 573:
Page 574 and 575:
Page 576 and 577:
Page 578 and 579:
Page 580 and 581:
Page 582 and 583:
Page 584 and 585:
Page 586 and 587:
Page 588 and 589:
Page 590 and 591:
Page 592 and 593:
12 Dynamic Assignment 12.1 Introduc
Page 594 and 595:
12 Dynamic Assignment Example: If w
Page 596 and 597:
12 Dynamic Assignment 12.3 Building
Page 598 and 599:
12 Dynamic Assignment [DYNAMIC ASSI
Page 600 and 601:
12 Dynamic Assignment Right clickin
Page 602 and 603:
12 Dynamic Assignment You may conve
Page 604 and 605:
12 Dynamic Assignment Multi Selecti
Page 606 and 607:
12 Dynamic Assignment Edit data Con
Page 608 and 609:
12 Dynamic Assignment Manual adjust
Page 610 and 611:
12 Dynamic Assignment Edge attribut
Page 612 and 613:
12 Dynamic Assignment 1. To open th
Page 614 and 615:
12 Dynamic Assignment The buttons s
Page 616 and 617:
12 Dynamic Assignment Matrix file f
Page 618 and 619:
12 Dynamic Assignment ► With data
Page 620 and 621:
12 Dynamic Assignment 12.5 Simulate
Page 622 and 623:
12 Dynamic Assignment TO n, κ i =
Page 624 and 625:
12 Dynamic Assignment 12.6 Route Se
Page 626 and 627:
12 Dynamic Assignment Again the sen
Page 628 and 629:
12 Dynamic Assignment ALTERNATIVE P
Page 630 and 631:
12 Dynamic Assignment 12.7 Optional
Page 632 and 633:
12 Dynamic Assignment average of th
Page 634 and 635:
12 Dynamic Assignment However, the
Page 636 and 637:
12 Dynamic Assignment Other than dy
Page 638 and 639:
12 Dynamic Assignment 2. Increase t
Page 640 and 641:
12 Dynamic Assignment in VISSIM can
Page 642 and 643:
12 Dynamic Assignment ● Search p
Page 644 and 645:
12 Dynamic Assignment - The identif
Page 646 and 647:
12 Dynamic Assignment ● Archive
Page 648 and 649:
12 Dynamic Assignment 12.9 Initial
Page 650 and 651:
12 Dynamic Assignment For more deta
Page 652 and 653:
12 Dynamic Assignment 3. Select opt
Page 654 and 655:
13 VISSIM Programming Interfaces (A
Page 656 and 657:
Page 658 and 659:
Page 660 and 661:
Page 662 and 663:
14 Glossary of Files associated wit
Page 664 and 665:
Page 666 and 667:
Page 668 and 669:
Page 670 and 671:
Page 672 and 673:
15 Service & Support 15.1 Online He
Page 674 and 675:
15 Service & Support [SEARCH] Full-
Page 676 and 677:
15 Service & Support - one of the h
Page 678 and 679:
15 Service & Support 15.3 Contact I
Page 680:
15 Service & Support 15.4 Services
show all

VISSIM 5.30-05 User Manual

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?