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Portland State University PDXScholar

TREC Friday Seminar Series Transportation Research and Education Center (TREC)

2-19-2016

Consistent Estimation of Route Choice Models for Dynamic Transit Assignment

Jeff Hood

Hood Transportation Consulting

Let us know how access to this document benefits you.

Follow this and additional works at:http://pdxscholar.library.pdx.edu/trec_seminar

Part of theTransportation Commons,Urban Studies Commons, and theUrban Studies and Planning Commons

This Book is brought to you for free and open access. It has been accepted for inclusion in TREC Friday Seminar Series by an authorized administrator of PDXScholar. For more information, please [email protected].

Recommended Citation

Hood, Jeff, "Consistent Estimation of Route Choice Models for Dynamic Transit Assignment" (2016).TREC Friday Seminar Series.

Book 12.

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Consistent Estimation of

Route Choice Models for

Dynamic Transit Assignment

Portland State University Transportation Seminar

Portland, Oregon February 16, 2016

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Timed transfer Long walk Frequent service

Rail comfort

Crowded

vehicle Short wait Quick trip

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Travel Demand Model

Dynamic Transit Assignment

Vehicle Simulation Mode Choice Destination Choice Tour/Trip Generation Travel Costs Transit Trips

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Introduction (you are here!)

Limitations of path-based methods

New correction for route overlap

Reliability and stochastic arrivals

The recursive logit model

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Hood Transportation Consulting Hood Transportation Consulting

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-3 -2 -1 0 1 2 3 0 .0 0 .5 1 .0 1 .5 2 .0 Consistent Estimator Error P ro b a b ilit y D e n s it y N = 1 N = 10 N = 100 N = 1000 N = INF -3 -2 -1 0 1 2 3 0 .0 0 .5 1 .0 1 .5 2 .0 Inconsistent Estimator Error P ro b a b ilit y D e n s it y N = 1 N = 10 N = 100 N = 1000 N = INF

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Base Build Base Build Stochastic Sampling Path Size Link Penalty

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Hood Transportation Consulting

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Fosgerau et al. (2014) Transport. Res. B: 56, 70-80

𝑘𝑘: current link

𝑎𝑎: possible movement from 𝑘𝑘 𝑑𝑑: destination

𝑉𝑉(𝑎𝑎): expected max. utility of all paths from 𝑎𝑎 to 𝑑𝑑 𝐴𝐴(𝑘𝑘): set of all successors of 𝑘𝑘

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Recursive value equation:

𝑉𝑉 𝑘𝑘 = 𝐸𝐸 𝑎𝑎∈𝐴𝐴max(𝑘𝑘) 𝑣𝑣 𝑎𝑎 𝑘𝑘 + 𝑉𝑉 𝑎𝑎 + 𝜇𝜇𝜇𝜇(𝑎𝑎)

𝜇𝜇(𝑎𝑎) i.i.d. extreme value type I implies…

Logit transition probabilities:

𝑃𝑃 𝑎𝑎 𝑘𝑘 = exp

1

𝜇𝜇 𝑣𝑣 𝑎𝑎 𝑘𝑘 +𝑉𝑉 𝑎𝑎

𝑎𝑎′∈𝐴𝐴(𝑘𝑘) exp𝜇𝜇1 𝑣𝑣 𝑎𝑎′ 𝑘𝑘 +𝑉𝑉 𝑎𝑎′

Value equation is logsum:

𝑉𝑉 𝑘𝑘 = 𝜇𝜇 log �

𝑎𝑎∈𝐴𝐴(𝑘𝑘)

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If

• 𝐌𝐌 = matrix of exponentiated utilities exp[𝑣𝑣 𝑎𝑎 𝑘𝑘 /𝜇𝜇] • 𝐛𝐛 = indicator vector for the destination

• 𝐳𝐳 = desired vector of values exp[𝑉𝑉(𝑘𝑘)/𝜇𝜇]

Then the Bellman value equation is

𝐳𝐳 = 𝐌𝐌𝐳𝐳 + 𝐛𝐛

Result is equivalent to link-additive path-based model with unrestricted choice set

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d 𝑘𝑘0 𝐵 𝐴𝐴 𝐶 𝐷 Uncorrelated Errors Correlated Errors d 𝑘𝑘0 𝐵 𝐴𝐴 𝐶 𝐷 Path-Based “Size” Correction Path Size Prob.

A 1 0.33

BC 1 0.33

BD 1 0.33

Path Size Prob.

A 1 0.50 BC 0.5 0.25 BD 0.5 0.25 A B C D A B C D

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Performs Poorly

• Not sensitive to extent of overlapping links • Conflates route overlap and route utility

• Requires scaling parameter • Not topologically-invariant

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# downstream path segments

# upstream path segments

# paths containing 𝑘𝑘

𝑁𝑁

𝑑𝑑

(

𝑘𝑘

) ×

𝑁𝑁

𝑢𝑢

(

𝑘𝑘

)

𝑁𝑁𝑑𝑑(𝑘𝑘) = � 𝑁𝑁𝑑𝑑(𝑎𝑎) 𝑎𝑎∈𝐴𝐴(𝑘𝑘) 𝑁𝑁𝑢𝑢(𝑘𝑘) = � 𝑁𝑁𝑢𝑢(𝑎𝑎) 𝑎𝑎∈𝐴𝐴(𝑘𝑘) Equations have no solution in cyclic networks!
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Probability-scaled downstream path segments

Probability-scaled upstream path segments

(𝐹𝐹(𝑎𝑎) is uncorrected link flow)

𝑁𝑁�

𝑑𝑑

(

𝑘𝑘

) =

𝑁𝑁�

𝑢𝑢

(

𝑘𝑘

) =

max

𝑃𝑃

(

𝑎𝑎

|

𝑘𝑘

)

𝑎𝑎′ ∈𝐴𝐴

𝑃𝑃

(

𝑎𝑎

|

𝑘𝑘

)

𝑎𝑎∈𝐴𝐴

𝑁𝑁�

𝑑𝑑

(

𝑎𝑎

)

max

𝐹𝐹

(

𝑎𝑎

)

𝑃𝑃

(

𝑘𝑘

|

𝑎𝑎

)

𝑎𝑎′∈𝐴𝐴

𝐹𝐹

(

𝑎𝑎

)

𝑃𝑃

(

𝑎𝑎

)

𝑎𝑎∈𝐴𝐴

𝑁𝑁�

𝑢𝑢

(

𝑎𝑎

)

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D Prob: 0.33

Scaled Path Count: 3

Prob: 0.67

Scaled Path Count: 2 S.P.C. = 00..3367 × 3 + 00..6767 × 2

= 1.5 + 2.0 = 3.5

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𝐿𝐿𝐿𝐿

(

𝑘𝑘

) =

𝑚𝑚𝑀𝑀 𝑘𝑘(𝑘𝑘)

log

𝑁𝑁

𝑑𝑑

(

𝑘𝑘

)

𝑁𝑁

𝑢𝑢

(

𝑘𝑘

)

𝑚𝑚 𝑘𝑘 : measure of link extent

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d 𝑘𝑘0 𝐵 𝐴𝐴 𝐶 𝐷 Link Measure 𝒎𝒎(𝒂𝒂) Travel Time A 1 1 B 𝑡𝑡 𝑡𝑡 C 1 − 𝑡𝑡 1 − 𝑡𝑡 D 1 − 𝑡𝑡 1 − 𝑡𝑡 A B C D

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0.40 0.45 0.50 0.55 0.60 0.65 0.70 0 0.5 1 Fl ow on Li nk B

Proportion of Travel Time on Link B

LS proposed LS unscaled LS flow

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d 𝑘𝑘0 𝐵 𝐴𝐴 𝐶 𝐷 Link Measure 𝒎𝒎(𝒂𝒂) Travel Time A 1 1 B 0.5 0.5 C 0.5 0.5 D 𝑡𝑡 𝑡𝑡 A B C D

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0.40 0.50 0.60 0.70 0.80 0.90 1.00 0.0 0.5 1.0 Fl ow on Up st rea m Li nk B

Travel Time on Downstream Link D

LS proposed LS unscaled LS flow

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Poor schedule adherence reduces boarding probability for multiple reasons

• Direct disutility of excess wait times • Missed connections

• Lateness in arrival sequence

“Reliability” term in utility function will not work Problem requires dynamic choice probabilities

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-5 0 5 10 15 0 .0 0 .2 0 .4 0 .6 0 .8 1 .0 A rr iv a l P roba bi dwe𝑏𝑏𝑏 arr𝑘𝑘 dep𝑟𝑟𝑏 dwe𝑔𝑔𝑏 arr𝑟𝑟2 arr𝑏𝑏2 arr𝑟𝑟3 arr𝑔𝑔2 = ? 𝐴𝐴 𝐴𝐴∗ 𝐴𝐴 𝒕𝒕 (min.)

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𝑃𝑃 𝑎𝑎�𝑘𝑘, ̅𝐴𝐴, 𝑎𝑎 ∈ 𝐴𝐴∗ = 𝑒𝑒 𝑏 𝜇𝜇 𝛽𝛽dwe𝐸𝐸 dwe𝑎𝑎 +𝑣𝑣 𝑎𝑎 𝑘𝑘 +𝑉𝑉 𝑎𝑎 ∑𝑎𝑎∈𝐴𝐴𝑘𝑘 𝑒𝑒 𝑏

𝜇𝜇 𝛽𝛽dwe𝐸𝐸 dwe𝑎𝑎′ +𝑣𝑣 𝑎𝑎′ 𝑘𝑘 +𝑉𝑉 𝑎𝑎′ + 𝑒𝑒𝜇𝜇𝐸𝐸 𝑈𝑈𝑏 wait�𝑘𝑘, ̅𝐴𝐴

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Φ𝑘𝑘 𝑡𝑡� ̅𝐴𝐴 = 𝑃𝑃 arr𝑘𝑘 < 𝑡𝑡� ̅𝐴𝐴

Recursive formula depending on

• Conditional distribution of arr𝑘𝑘 given ̅𝐴𝐴

• Conditional probability that next arrival is 𝑎𝑎𝑖𝑖

• Expected utility of waiting for 𝑎𝑎𝑖𝑖

𝑃𝑃 min 𝑎𝑎𝑗𝑗∈ ̅𝐴𝐴 arr𝑎𝑎𝑗𝑗 = arr𝑎𝑎𝑖𝑖 𝐸𝐸 𝑤𝑤(𝑎𝑎𝑖𝑖|𝑘𝑘, arr𝑘𝑘) = � 0 ∞ 𝑤𝑤(𝑎𝑎𝑖𝑖|𝑘𝑘, 𝑡𝑡+)𝑑𝑑 �Φ𝑎𝑎+ 𝑡𝑡�𝐴𝐴+

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𝑃𝑃 𝑎𝑎|wait( ̅𝐴𝐴) = � 𝑎𝑎𝑖𝑖∈ ̅𝐴𝐴 𝑃𝑃 min 𝑎𝑎𝑗𝑗∈ ̅𝐴𝐴 arr𝑎𝑎𝑗𝑗 = arr𝑎𝑎𝑖𝑖 × 𝛿𝛿 𝑎𝑎 = 𝑎𝑎𝑖𝑖 𝑃𝑃 board ̅𝐴𝐴\{𝑎𝑎𝑖𝑖} + 𝛿𝛿 𝑎𝑎 ≠ 𝑎𝑎𝑖𝑖 𝑃𝑃 wait ̅𝐴𝐴\{𝑎𝑎𝑖𝑖} 𝑃𝑃 𝑎𝑎|wait ̅𝐴𝐴\{𝑎𝑎𝑖𝑖}

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𝑃𝑃 𝑎𝑎|𝑘𝑘 = � 𝑖𝑖=0 𝐴𝐴 𝑘𝑘 � 𝑗𝑗=0 𝑖𝑖 � 𝐴𝐴∈𝐶𝐶 𝐴𝐴 𝑘𝑘 ,𝑖𝑖 � ̅𝐴𝐴∈𝐶𝐶 𝐴𝐴 𝑘𝑘 \𝐴𝐴,𝑗𝑗 𝑃𝑃 𝐴𝐴, ̅𝐴𝐴, 𝐴𝐴∗ × 𝛿𝛿 𝑎𝑎 ∈ 𝐴𝐴∗ × 𝑃𝑃 𝑎𝑎�𝑘𝑘, ̅𝐴𝐴, 𝑎𝑎 ∈ 𝐴𝐴∗ + 𝛿𝛿 𝑎𝑎 ∈ ̅𝐴𝐴 1 − � 𝑎𝑎′∈𝐴𝐴∗ 𝑃𝑃 𝑎𝑎�𝑘𝑘, ̅𝐴𝐴, 𝑎𝑎 ∈ 𝐴𝐴∗ × 𝑃𝑃 𝑎𝑎|wait ( ̅𝐴𝐴)

If delays are independent exponentials, there is an (excruciating) closed-form solution

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Hood Transportation Consulting Kathryn Coffel David Ory Lisa Zorn Shimon Israel Suzanne Childress Stefan Coe Joe Castiglione Drew Cooper Elizabeth Sall Alireza Khani Emma Frejinger Tien Mai Contact: [email protected]

TREC Friday Seminar Series Transportation Research and Education Center(TREC) Let us know how access to this document benefits you. Transportation Commons Urban Studies Commons Urban Studies andPlanning Commons http://pdxscholar.library.pdx.edu/trec_seminar/12

References

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