Travel Demand Model - OKI

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Figure 2Example Report from WLKLINKS Program (partial listing)WLKLINKS (TM) TRANSIT WALK LINK GENERATION PROGRAMVer 1.00 Rel 3/28/96 (32-Bit Version)CONTROL FILE[Files]CentroidFile = cents.inNodeFile = nodes.inTransitFile = lines.inReportFile = wlklinks.rptLinkFile = wlklinks.out[Parameters]NurnCentroids = 395HiNodeNumber = 7500IndividualMax = noMaxLinks = 4MultipleStops = noSplitLines = yesSelectModes = noSearchModes = b xDistance = cartesianIndividualSearch = noAverageDistance = yesMinDistance = 0.0MaxDistance = 0.33NetworkScale = 1.0[Reports]EchoTransitLines = yesPrintUnconnected = yesPrintConnections = yesPrintStats = yes[Centroid Format]CentroidFormat = emme/2[Node Format]NodeFormat = emme/2[Transit Format]TransitFormat =emme/2[New Link Attributes]LinkFormat = emme/2DeleteLinks = noDirection = twowayModesIn = iModesOut = oUser Documentation for WLKLINKS & DR VLINKS (version 2.0) Page 7
LinkType = 99VolumeDelay = 99Lanes = 1.0TRANSIT LANES READ = 501 11 12 13 14 17 18 2023 24 25 26C 27 28 29 3031 33 34 35 3x 40 41 44etc. . .RUN RESULTSCENTROIDS READ = 295NODES READ = 1116LINKS WRITTEN = 932UNCONNECTED CENTROIDS2 3 5 7 8 9 10 11 12 1314 15 16 18 19 20 21 23 24 2526 27 28 29 31 34 36 37 39 4142 43 61 65 66 78 79 81 82 116etc. . .NUMBER OT TWO-WAY/CENTROID1 = 1 | 4 = 1 | 6 = 1 | 17 = 1 |22 = 1 | 30 = 1 | 32 = 1 | 33 = 1 |35 = 1 | 38 = 2 | 40 = 1 | 44 = 2 |45 = 3 | 46 = 3 | 47 = 3 | 48 = 4 |etc. . .CENTROID CONNECTION STATISTICSCentroidCanidateLinksFinallinksmindistmaxdistavgdistetc. . .1 = 1 1 0.271 0.271 0.2712 = 0 0 0.000 0.000 0.0003 = 0 0 0.000 0.000 0.0004 = 1 1 0.254 0.254 0.2545 = 0 0 0.000 0.000 0.0006 = 1 1 0.299 0.299 0.2997 = 0 0 0.000 0.000 0.0008 = 0 0 0.000 0.000 0.0009 = 0 0 0.000 0.000 0.00010 = 0 0 0.000 0.000 0.000User Documentation for WLKLINKS & DR VLINKS (version 2.0) Page 8
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APPENDIX F • TRAVEL DEMAND MODEL
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OKI/MVRPCTravel Demand ModelVersion
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Table of ContentsPart IPart IIPart
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OKI/MVRPC Travel Demand Model - Ver
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Table A.1 (cont.)Zone System Equiva
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Table A.2Zone System Equivalences -
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Table A.3Zone System Equivalences -
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Table B.1External Stations in the C
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Table B.1External Stations in the C
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Appendix FTravel Demand ModelingTec
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Index of TablesTable 2-1 Trip Lengt
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Table of Contents1. Background ....
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Index of FiguresFigure 2-1 Alternat
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NORTH-SOUTH TRANSPORTATION INITIATI
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Run # 63: Start with 7.17 estimatio
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Run # 67:Split parking cost from ot
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Run # 70a:Include zero-auto segment
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Run # 71c:Repeat #71a with zero aut
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Run # 71g:Repeat #71d with wait tim
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Run # 73:Include residential densit
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Run # 76:Nest: auto vs transitVaria
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Run # 79:Repeat #72 with zero autos
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Run # 80:Nest: auto vs. all othersV
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Run # 82:(071h) nested: auto vs tra
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Run #3VariableModeDrive Shared Ride
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Run #8VariableModeDrive Shared Ride
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Run #12 test: make aoc=10.5 instead
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Run #29VariableModeDrive Shared Rid
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Run #33VariableModeDrive Shared Rid
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Run #37vot constrained to $7.00Vari
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Run #30bSame as #30a, combine cost
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Run #140 (same as run #40)vot const
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Run #140b (same as run #40)vot cons
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Run #141avot constrained to $3.00 &
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Run #141cvot constrained to $3.00 &
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Run # 1:Base RunVariablesModesDA Sh
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Run # 5:Base Run with walk time set
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Run # 8:Base Run, split walkVariabl
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Run # 10: Nested structure (autos v
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Part VITRIP ASSIGNMENT ANDVALIDATIO
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Index of TablesTable 2-1 Average Ve
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VOBFigure 4-8 Screenline Location -
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2759OKI/MVRPC Travel Demand Model -
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Table of Contents1. Introduction...
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Appendix FTravel Demand ModelingTec
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Table of Contents1. Introduction...
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2. Surveys and Other Datasets2.1 OK
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Table 2-1 OKI Home Interview Survey
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Table 1-4 On-Board Survey Data Dict
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2.3 External Station Survey - Conso
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2.4 External Cordon Survey - Consol
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2.5 External-External Trip Table fr
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2.20 Screenline Shape File - Screen
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