Transportation Engineering Mode Choice January 21, 2011

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Presentation transcript:

Transportation Engineering Mode Choice January 21, 2011

ANNOUNCEMENTS

No class until next Friday Classroom will change to EN 3070 starting then

REVIEW

Trip generation: What are the total number of trips people make to and from each zone? Trip distribution: What are the specific origins and destinations for this total number of trips? Mode choice: How many people will choose to drive, walk, ride bicycles, use transit, etc.? Route choice: What are the specific routes people will use for their trips?

So, we have more than one OD matrix. AM PEAK PM PEAK OFFPEAK (everything else)

Assumptions in this class: Each work trip produces one journey from the home zone to the work zone during the AM peak, and one journey from work to home during the PM peak AM Peak PM Peak

Assumptions in this class: Each shopping trip produces one journey from the home zone to the shopping zone during the off-peak, and one journey from shopping to home during the off-peak Off-peak Off-peak

Target we’re trying to get: Example: From the formula Target we’re trying to get:

Previous adjustment factors Example: Previous adjustment factors 1 1 1 1 New factors: 12/13 16/19 48/68 116/92

Example: New table 12/13 16/19 48/68 116/92 New factors:

Example: New table 12/13 16/19 (48/68) x (48/50) (116/92) x (116/115)

MODE CHOICE

There are literally dozens of potential “modes” of travel: Passenger vehicle Drive alone Carpool Taxi Walk Bicycle Public transit Bus Subway Light rail Streetcar Commuter rail

There are literally dozens of potential “modes” of travel: Airplane, helicopter, ferry, gondola, rickshaw, covered wagon, horse, etc. etc. etc.

DRIVE PERSONAL VEHICLE To keep things simple, let’s just assume two modes: DRIVE PERSONAL VEHICLE vs. BUS

To keep things simple, let’s just assume two modes: vs.

What factors would affect this decision for you What factors would affect this decision for you? Why might someone drive, or why might someone ride the bus? Location (how close to a bus stop) Convenience Cost Travel time Parking Health Hard constraint Privacy Control

The fundamental idea is that people choose the option with higher “utility” for them. Don’t have to find parking or worry about damage to car Fun to drive, get there fast Utility is a general economic term for “how happy you are with something” taking everything into account.

Different people and different trip purposes will lead to different utility. (Road trip)

(The same framework can be applied to any other choice people make.)

(The same framework can be applied to any other choice people make.) Great taste Less filling

So, if we can estimate the utility each option provides to people, we can predict what choice they will make. 8,000 people will drive 3,000 people will take bus

We can define a utility function

Properties of mode m and calibrated coefficients We can define a utility function Utility of mode m Properties of mode m and calibrated coefficients Unobserved factors

Properties of mode m and calibrated coefficients We usually focus on the observed utility Utility of mode m Properties of mode m and calibrated coefficients and deal with the unobserved part later.

For instance Income Travel time Cost

Now we can relate these to the census data, and our knowledge of the transportation system. We need to generate total numbers of people driving or taking the bus. It’s easier to think in proportions Pcar and Pbus.

A few ground rules:

A few ground rules: Pcar is increasing in Vcar Pbus is increasing in Vbus

A few ground rules: Pcar is increasing in Vcar Pbus is increasing in Vbus (because of unobserved part... at least some people will choose each option)

Perhaps the simplest function satisfying these rules is

Perhaps the simplest function satisfying these rules is (typo in notes)

Proportion choosing car This is the logistic curve: 1 Proportion choosing car 0.5 Vcar - Vbus

Check: ?

Check: ? Pcar is increasing in Vcar Pbus is increasing in Vbus

Check: ?

Continuing the example, here is the AM peak OD matrix:

With zone-to-zone travel times and costs by mode, we can use the equation to get mode split. Travel time (min)

With zone-to-zone travel times and costs by mode, we can use the equation to get mode split.

We can then calculate the observed utility for each mode. Census data

We can then calculate the observed utility for each mode.

Finally, we apply the logistic equation to get mode split.

Finally, we apply the logistic equation to get mode split.

If we multiply by the total number of trips going between each zone (dij), we get the total number of trips by mode: