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Transportation Planning Asian Institute of Technology

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Presentation on theme: "Transportation Planning Asian Institute of Technology"— Presentation transcript:

1 Transportation Planning Asian Institute of Technology
Modal Split Model 2 Transportation Planning Asian Institute of Technology

2 Contents Trip Interchange Modal Split Model Generalized Cost
Logit Model Choice Model Utility

3 Trip-interchange Modal Split Model
Splits trip interchanges into modes Uses transportation mode characteristics and socioeconomic characteristics to estimate mode share. Suitable for areas with high quality and competitive public transportation modes. Applied after trip distribution model. Advantage – Sensitive to transportation policy Disadvantage – Data intensive. Variables are not constant over time.

4 Trip-interchange Modal Split Model
Assumptions Public transport users are captive riders Choice riders may choose car or public transport depending upon generalized costs comparison where Vijc = Travelers from i to j who use car Vijch = Travelers from i to j who are choice riders pijc = Proportion of travelers from i to j who choose car Vijb = Travelers from i to j who use bus pijb = Proportion of travelers from i to j who choose bus Vijca = Travelers from i to j who are captive riders

5 Generalized Cost Monetary Costs Time-related Costs
Fuel Fare Toll Parking Fee Time-related Costs In-vehicle travel time Wait time Transfer/access time Other forms of costs Convenience – seats, walking distance, connection Safety Punctuality

6 Generalized Cost All types of costs should be converted into a common unit Value of time converts time into monetary cost Ex. Mr. A’s value of time is 100 baht per hour. He spent 30 minutes traveling on public transport and pays 20 baht fare. Thus, disregarding other immeasurable costs, he has a generalized costs of Convenience, safety and other associated costs require detailed analysis to convert into monetary value. They sometimes are included in value of time of the mode. Ex. Connection between train and taxi may be equivalent to 20 baht per one connection. Motorcycle taxi may costs 10 baht/kilometer more on safety.

7 Generalized Cost Example
Mr. A spent 5 minutes walking to a bus stop. He spent 10 minutes waiting before he could get on the bus for which he paid 20 baht. 30 minutes later he got off and continued walking for another 5 minutes to the train station. He waited for 5 minutes there and got on the train, paying 20 baht. The train took him 15 minutes to the destination station from which he walked for 5 minutes to meet his friend. If Mr. A’s values of time for these activities are as follows: In-vehicle time 90 baht per hour Walk time 90 baht per hour Wait time 120 baht per hour Transfer 30 baht per transfer Find Mr. A’s generalized cost for his trip to see his friend.

8 Generalized Cost

9 Multinomial Logit Model
Aggregate Level Modal Split Model Mode share can be calculated from a logit model where Pijm = proportion of travelers from i to j who choose mode m Zijm = generalized cost for trip from i to j by mode m considering only time and out-of-pocket expenses where TTijm = travel time on trip from i to j by mode m TCijm = out-of-pocket expenses on trip from i to j by mode m v = value of time

10 Multinomial Logit Model
Effect of b to mode share Dominating mode share

11 Binomial Logit Model (BNL)
Special case in which only two modes are available Often used to analyze competition between public and private modes

12 Trip-interchange Model Application
Example A study found that skilled and unskilled labors in District A were choice and captive riders as shown skilled unskilled TAZ 2 3 4 5 6 7 Vi1ch Vi1ca Vi8ch Vi8ca 4020 2680 480 320 2080 1020 470 230 4427 1673 2323 877 15400 3400 16200 6400 20100 9900 Vi1ch Vi1ca Vi8ch Vi8ca 7500 17500 1500 3500 4980 11620 1770 4130 8318 5582 2932 1968 3300 2200 1200 800 2098 202 1277 123 3780 420 2970 330

13 Trip-interchange Model Application
We estimated value of time for 80 baht per hour for skilled workers and 50 baht per hour for unskilled workers. The following shows travel time and cost for trips among the zones. Expense (baht) Travel time (minute) TAZ To Zone 1 To Zone 8 Car Bus 2 15 20 40 3 35 4 25 5 30 6 7 45 To Zone 1 To Zone 8 Car Bus 12 18 16 32 13 26 20 40 10 14 28 24

14 Trip-interchange Model Application
Example (cont’d) If binomial logit model applies with b = 0.1, find number of travelers who uses bus and car for each labor category.

15 Trip-interchange Model Application
Skilled Workers Generalized costs value of time v = 80 baht/hour = 1.33 baht/minute Zijm matrix: Zone To Zone 1 To Zone 8 Car Bus 2 31.0 44.0 61.3 62.7 3 37.3 54.7 52.3 4 51.7 73.3 5 47.3 42.3 6 33.3 46.7 7 63.7 57.3 52.0

16 Trip-interchange Model Application
Skilled Workers Proportion of users and pijm matrix: Zone To Zone 1 To Zone 8 Car Bus 2 0.786 0.214 0.533 0.467 3 0.850 0.150 0.558 0.442 4 0.897 0.103 5 0.676 0.324 0.774 0.226 6 0.791 0.209 7 0.347 0.653 0.891 0.109

17 Trip-interchange Model Application
Skilled Workers Car Users Bus Users Zone To Zone 1 To Zone 8 Car Bus 2 3159 3541 256 544 3 1768 1332 262 438 4 3972 2128 2084 1116 5 10403 4997 2633 767 6 8639 7561 5065 1335 7 6970 13130 8820 1080

18 Logit Model Advantages – Used to test market sensitivity to transport policy Disadvantages – Does not distinguish between short and long distance trips. Caution – Mode choice decision must be independent.

19 Assignment #8 Continue in-class example for unskilled workers

20 Choice Model Takes into account individual choice before using aggregation technique to estimate mode share. Choice model applies Utility Maximization concept Travelers seek to minimize out-of-pocket expenses and travel time, and maximize convenience and safety. Random utility theory – travelers may not always choose the best option available and may not choose the same alternative under the same situation, but will choose the best perceived option at a given time.

21 Utility Utility of a traveler is a measure of his/her satisfaction to a trip by a transport mode or series of transportation modes. Utility of mode m between i and j can be measured by its characteristics including expenses, speed (travel time), convenience, safety, and socioeconomic of the traveler.

22 Choice Model Application
Example (Meyer, M.D. and Miller, E.J.) A study revealed a choice model wth the following utility function where IVTTa and IVTTt are in-vehicle travel time for car and bus OVTTa and OVTTt are travel time outside vehicle for car and bus OPTCa and OPTCt are travel expenses for car and bus INC is traveler’s household income AO is traveler’s auto ownership

23 Choice Model Application
Example (cont’d) Model paratmeters bn were found as follows: b1 b2 b3 b4 b5 b6 0.25 -0.1 -0.11 -0.2

24 Choice Model Application
Interview with ten sampled individuals yield the following data: Obs # IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt INC AO 1 20 25 5 10 250 50 2 35 15 300 3 18 8 225 4 30 40 400 6 12 150 7 100 600 75 9 450 125

25 Choice Model Application
Calculate utilities for car and bus Probabilities of using car and bus Obs # Ua Ut Pa 1 -2.675 -4.785 2 -2.820 -6.862 3 -1.429 -3.598 4 -3.593 -7.412 5 -2.605 -5.318 6 -1.205 -2.355 7 -2.385 -3.768 8 -3.890 -6.418 9 -3.658 10 -1.588 -2.685

26 Aggregation of Choice Model
Three aggregation methods Enumeration: find average of probabilities Naïve aggregation: find average of each variable and use them to calculate probabilities. Classification: categorize travelers by socioeconomic characteristics

27 Enumeration Obs # Ua Ut Pa 1 -2.675 -4.785 0.89187 2 -2.820 -6.862
3 -1.429 -3.598 4 -3.593 -7.412 5 -2.605 -5.318 6 -1.205 -2.355 7 -2.385 -3.768 8 -3.890 -6.418 9 -3.658 10 -1.588 -2.685 Average

28 Naïve Aggregation Obs # IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt INC AO Ua
Ut Pa 1 20 25 5 10 250 50 2 35 15 300 3 18 8 225 4 30 40 400 6 12 150 7 100 600 75 9 450 125 Avg 21.0 28.0 4.9 9.3 290.0 52.5 2.0 1.4 -2.582 -4.958

29 Classification Obs # INC AO IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt Ua Ut
Pa 1 20 25 5 10 250 50 6 12 3 150 15 125 Avg 13.3 17.3 4.3 6.7 175.0 50.0 -1.823 -3.275 Obs # INC AO IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt Ua Ut Pa 5 2 1 20 30 10 300 50 9 40 450 Avg 25.0 35.0 5.0 10.0 375.0 50.0 -3.131 -5.868

30 Classification Obs # INC AO IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt Ua Ut
Pa 3 2 15 18 8 225 50 7 25 5 100 Avg 15.0 21.5 5.5 6.5 162.5 50.0 -1.907 -3.683 Obs # INC AO IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt Ua Ut Pa 4 3 1 30 40 5 15 400 50 Avg 30.0 40.0 5.0 15.0 400.0 50.0 -3.593 -7.412 Obs # INC AO IVTTa IVTTt OVTTa OVTTt OPTCa OPTCt Ua Ut Pa 2 3 25 35 5 15 300 50 8 40 10 600 75 Avg 30.0 37.5 5.0 12.5 450.0 62.5 -3.355 -6.640


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