Travel Demand Model - OKI

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OKI/MVRPC Travel Demand Model – Version 6.04.2.2 Speed-Delay CurvesSpeed-Delay curves are used to estimate bus run times from link speeds. These estimated runtimes are validated against observed bus run times, which in turn were obtained from 1999published schedules (the earliest available). The OKI Model 5.4. speed/delay curves were usedto obtain an initial estimate of run times, and were subsequently modified to better match thepublished run times. The final bus run times are shown in Tables 4-2 to 4-4. In summary, in theoff peak period over 80% of all lines are within 20% of the published run time, while in the peakperiod 75% of all lines are within 20% of published run times. As can be seen in Figure 4-1,there is a tendency to underestimate off peak run times and to overestimate peak run times.Figure 4-1 MVRTA Bus Runtime Summary Comparison, Off-Peak Local Bus30No. of Routes2520151050Under 25%-25% to -20%-20% to -15%-15% to 0%0% to 15%Off Peak15% to 20%Peak20% to 25%Over 25%Estimated vs. Scheduled Run Time(% Error)Zones and Networks / 4 - Transit Networks12
OKI/MVRPC Travel Demand Model – Version 6.0Two speed/delay curves were updated (see Figure 4-2). Curve 11 will be used for MVRTA routes(modes 9 and 10), major and minor roads (facility types 4 and 5) in the CBD (area type 1), whilecurve 12 will be used for MVRTA routes (modes 9 and 10), major and minor roads (facility types4 and 5) in urban areas (area type 2). All other links use the speed/delay curves previouslydeveloped for the OKI routes (Model 5.4).Figure 4-2 Speed-Delay Curves for MVRTA Bus Routes, Major and Minor RoadsBus Speed (mph)20(46,16)10(20,10)(18,5)(32,7)Highway Speed (mph)10 20 30 40 50Zones and Networks / 4 - Transit Networks13
Page 1 and 2: APPENDIX F • TRAVEL DEMAND MODEL
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User Documentation forAutomated Acc
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[Transit Format][New Link Attribute
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distance for each centroid or node.
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Figure 1Example Control File for th
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LinkType = 99VolumeDelay = 99Lanes
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NetworkScale = 1.0 Scale factor to
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Figure 4Example Output from DRVLINK
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Appendix ASample EMME/2 Transit Lin
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Appendix FTravel Demand ModelingTec
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Index of TablesTable 2-1 Socio-Econ
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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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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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