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Real Options Switching Strategies in Dynamic Transport Service - - PowerPoint PPT Presentation

Real Options Switching Strategies in Dynamic Transport Service Operations Qian-wen Guo a , Joseph Y.J. Chow b, *, Paul Schonfeld c a Sun Yat-Sen University, Guangzhou, China b New York University, NY, USA c University of Maryland, College Park, MD,


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Qian-wen Guoa, Joseph Y.J. Chowb,*, Paul Schonfeldc

Real Options Switching Strategies in Dynamic Transport Service Operations

INFORMS 2017, Houston, TX

a Sun Yat-Sen University, Guangzhou, China b New York University, NY, USA c University of Maryland, College Park, MD, USA

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Slide 2

Premise

 Need for policies to inform “when to switch” between

two operational regimes:

 Automation

 Shared autonomous vehicle operations  Dynamic tolls/pricing (transit, freight, roads, parking, etc.)  Dynamic infrastructure use (traffic control, lanes, parking,

etc.)

 Dynamic fleet operations (dispatch, rebalancing, customer

incentives, etc.)

 Highly uncertain sequential decisions

 New technology adoption  Rapidly growing/changing community

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Slide 3

Our Contribution

Using (automated) last mile transit as primary application… … we developed an

  • ptimal switching algorithm

(available on GitHub) for data-driven decisions minimizing transit fleet

  • perating costs

https://github.com/BUILTNYU/Optimal-Switching

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Slide 4

Outline

 Background and literature review  Problem definition

 Problem illustration  Formal definition

 Proposed model

 Dynamic switching between fixed and flexible transit  Model variation: modular vehicle sizes

 Model properties  Computational evaluations

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Slide 5

Dual-mode transit fleet operating strategies tend to be static

➢ Fixed route vs flexible service e.g. Kim and Schonfeld, 2013 ➢ Vehicle size e.g. Fu and Ishkanov, 2004 ➢ Headway control e.g. Thomas, 2007 ➢ Idle vehicle relocation. e.g. Yuan et al., 2011, Sayarshad and Chow, 2017 ➢ Ridesharing options M to 1, M to Few, M to M. Daganzo, 1978; Chang and

Schonfeld, 1991a,b; Quadrifoglio and Li, 2009

Background: Last Mile Transit Ops

Qiu et al. 2014

Increasing need for optimization of automated, shared,

  • n-demand transit to serve last mile
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Slide 6

Research Gap

 Chang & Schonfeld

(1991): optimize fixed route or flexible service for a last mile (M-to-1) region – threshold exists

 Kim & Schonfeld (2012):

extended to multiple deterministic periods Chang & Schonfeld (1991) No methodology to dynamically optimize switching between different

  • perating states in last mile

transit

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Slide 7

Research Gap (2)

 Dixit (1989): Analytical expression for optimal

switching timing for GBM stochastic process

 Sødal et al. (2009): applied to shipping wih

stochastic freight rates

 Tsekrekos (2010): using an infinite series

(Kummer series) to derive a solution for stationary mean-reverting (Ornstein- Uhlenbeck) process

Not yet applied to urban transport

  • perations

𝑒𝑅 = 𝜈 𝑛 − 𝑅 𝑒𝑢 + 𝜏𝑅𝑒𝑥

Mean reversion rate Long term mean density Volatility Increment in Wiener process

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Slide 8

Why not deterministic threshold?

 Hysteresis effect: presence of inertia

Sødal et al. Review of Financial Economics, 2008

  • Using deterministic threshold is a myopic

policy

  • Buffer can be designed to account for

characteristics of stochastic process and cost

  • f switching
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Slide 9

Use cases

 Switching between fixed route and on-

demand

 Switching between one-module and two-

module vehicles (vehicle “size”)

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Slide 10

Problem Definition (1)

Line haul

Kim & Schonfeld (2014)

➢ A last mile region: 𝑀 × 𝑋 region connected to a hub via line haul of length 𝐾 ➢ Demand density: spatially uniformly distributed and temporally as mean- reverting process.

Line haul

➢ The fixed-route conventional mode subdivided into 𝑂𝑑 routes of width 𝑠 and length 𝑀 ➢ The flexible service mode subdivided into a grid

  • f

𝑂

𝑔 zones of area A.

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Slide 11

Problem Definition (2)

Line haul

Kim & Schonfeld (2014)

➢ Given: ➢ Parameters of a stochastic process for demand density (as mean-reverting) fitted to historical data ➢ Current demand density ➢ Current operating state (fixed vs flexible, or 1- veh flexible vs 2-veh flexible) ➢ Determine whether or not to switch operating state at current time to minimize

  • perating cost

Line haul

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Slide 12

“Market entry-exit” switching option with OU process

 Two operating modes (e.g. “in market” vs “out of

market”)

 Both modes governed by single OU stochastic

process, e.g. demand 𝑅 𝑢

 Each mode’s incremental cost or payoff function at 𝑢:

𝐷0 𝑅 𝑢 , 𝐷1 𝑅 𝑢 where a single threshold 𝑅∗ exists for deterministically choosing one mode over the

  • ther

 Optimal policy under infinite horizon determines

threshold 𝑅𝑀 and 𝑅𝐼 to optimize value function (current and future expected payoffs)

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Slide 13

SWITCHING BETWEEN FIXED ROUTE (MODE 1) AND ON-DEMAND (MODE 0)

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Slide 14

𝐷1 𝑅 𝑢 and 𝐷0 𝑅 𝑢

 For fixed route transit, 𝐷1= the sum of the bus operating

cost 𝐷𝑝, user in-vehicle cost 𝐷𝑤, user waiting cost 𝐷𝑥, and user access cost 𝐷𝑦. 𝐷1 𝑅 = 𝐷𝑝 + 𝐷𝑤 + 𝐷𝑥 + 𝐷𝑦 = 𝑏1 + 𝑐1𝑅 + 𝑒1𝑅 + 𝑓1𝑅

 𝐷0= sum of bus operating cost 𝐷𝑝, user in-vehicle cost 𝐷𝑤,

user waiting cost 𝐷𝑥, and user access cost 𝐷𝑦 𝐷0 𝑅 = 𝑏0𝑅

4 5 + 𝑐0𝑅 2 3 + 𝑒0𝑅

where 𝑏, 𝑐, 𝑒, 𝑓 are functions of region size, fleet size, and operating speeds – route spacing 𝑠 (for fixed route), zone size 𝐵 (for flexible), and vehicle size 𝑇𝑑 are endogenously determined to minimize cost (from Chang and Schonfeld, 1991a)

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Slide 15

 The immediate cost savings accrued from time 𝑢 to 𝑢 + 𝑒𝑢

when switching from flexible to fixed route mode is: Φ 𝑅 𝑢 = 𝐷0 𝑅 𝑢 ; 𝑇𝑔 − 𝐷1 𝑅 𝑢 ; 𝑇𝑑

Cost savings function Φ 𝑅 𝑢

Flexible Fixed If Φ > 0, there is cost savings switching from flexible to fixed route mode If Φ < 0, there is cost savings switching from fixed route to flexible service

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Slide 16

Policy valuation based on asset equilibrium pricing

 The option value of using flexible bus operating

mode 𝑊

0 𝑅 1 2 𝜏2𝑅2𝑊 ′′ 𝑅 + 𝜈 𝑛 − 𝑅 𝑊 ′ 𝑅 − 𝜍𝑊 0 𝑅 = 0  The option value of using conventional bus operating

mode 𝑊

1 𝑅

1 2 𝜏2𝑅2𝑊

1 ′′ 𝑅 + 𝜈 𝑛 − 𝑅 𝑊 1 ′ 𝑅 − 𝜍𝑊 1 𝑅 + Φ 𝑅 = 0

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Slide 17

Asset equilibrium conditions

 Define 𝑅𝑀 as demand threshold to switch from fixed to

flexible, and 𝑅𝐼 from flexible to fixed When 𝐺+ = 𝐺− = 0, 𝑅𝐼 = 𝑅𝑀

 At asset equilibrium, value matching between two modes

V0 𝑅𝐼 = 𝑊

1 𝑅𝐼 − 𝐺+

V

1 𝑅𝑀 = 𝑊 0 𝑅𝑀 − 𝐺−  Smooth pasting

V0

′ 𝑅𝐼 = 𝑊 1 ′ 𝑅𝐼

V0

′ 𝑅𝑀 = 𝑊 1 ′ 𝑅𝑀

𝐺+ is the cost assumed for switching from flexible bus service to conventional bus service 𝐺− is the cost of switching from conventional bus service to flexible bus service; .

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Slide 18

Asset equilibrium conditions

 General solution of 𝑊 0 𝑅 and 𝑊 1 𝑅

𝑊

0 𝑅 = 𝐵0𝐼 −𝛿0, 𝑥0, 𝑦 + 𝐶0

2𝜈𝑛 𝜏2𝑅

1−𝑥0

𝐼 1 − 𝛿0 − 𝑥0, 2 − 𝑥0, 𝑦 𝑅𝛿0 𝑊

1 𝑅

= 𝐵1𝐼 −𝛿1, 𝑥1, 𝑦 + 𝐶1 2𝜈𝑛 𝜏2𝑅

1−𝑥1

𝐼 1 − 𝛿1 − 𝑥1, 2 − 𝑥1, 𝑦 𝑅𝛿1 + 𝐹𝑢 න

𝑢 ∞

Φ 𝑅 𝑡 𝑓−𝜍 𝑡−𝑢 𝑒𝑡 𝐼 ∙ is a confluent hypergeometric (“Kummer”) function 𝐼 𝛿, 𝑥, 𝑦 = 1 + 𝛿 𝑥 𝑦 + 𝛿 𝛿 + 1 𝑦2 𝑥 𝑥 + 1 2! + 𝛿 𝛿 + 1 𝛿 + 2 𝑦3 𝑥 𝑥 + 1 𝑥 + 2 3! + ⋯

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Slide 19

Asset equilibrium conditions

𝐆 𝐘 = 𝐵0𝐼0 𝑅𝐼 𝑅𝐼

𝛿0 + ∆1𝐵0 − 𝐵1 𝐼1 𝑅𝐼 𝑅𝐼 𝛿1 − 𝐹𝑢 න 𝑢 ∞

Φ 𝑅 𝑡׀𝑅 𝑢 = 𝑅𝐼 𝑓−𝜍 𝑡−𝑢 𝑒𝑡 + 𝐺+ 𝐵0𝐼0 𝑅𝑀 𝑅𝑀

𝛿0 + ∆1𝐵0 − 𝐵1 𝐼1 𝑅𝑀 𝑅𝑀 𝛿1 − 𝐹𝑢 න 𝑢 ∞

Φ 𝑅 𝑡׀𝑅 𝑢 = 𝑅𝐼 𝑓−𝜍 𝑡−𝑢 𝑒𝑡 − 𝐺− 𝐵0𝑁0 𝑅𝐼 𝑅𝐼

𝛿0 + ∆1𝐵0 − 𝐵1 𝑁1 𝑅𝐼 𝑅𝐼 𝛿1 +

𝜖𝐹𝑢 ׬

𝑢 ∞ Φ 𝑅 𝑡׀𝑅 𝑢 = 𝑅𝐼 𝑓−𝜍 𝑡−𝑢 𝑒𝑡

𝜖𝑅 𝐵0𝑁0 𝑅𝑀 𝑅𝑀

𝛿0 + ∆1𝐵0 − 𝐵1 𝑁1 𝑅𝑀 𝑅𝑀 𝛿1 +

𝜖𝐹𝑢 ׬

𝑢 ∞ Φ 𝑅 𝑡׀𝑅 𝑢 = 𝑅𝐼 𝑓−𝜍 𝑡−𝑢 𝑒𝑡

𝜖𝑅

Due to the complexity of the equations, we obtain the solution numerically. 𝒀 = 𝑅𝐼, 𝑅𝑀, 𝐵0, 𝐵1 ′ is uniquely determined by solving

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Slide 20

Model properties

 Sensitivity of switching policy to transportation system

parameters

Solutions 𝑹 𝟏 =32 trips/mile2/hr, operating as flexible service initially Fixed Transit Headway, ℎ𝑑 0.42 Vehicle size, 𝑇𝑑 75 Fleet size, 𝐺

𝑑

5 Route spacing, 𝑠 1.41 Total cost, 𝐷𝑡𝑑 2881.1 Flexible Transit Headway, ℎ𝑔 0.08 Vehicle size, 𝑇𝑔 7 Fleet size, 𝐺

𝑔

58 Service zone, 𝐵 3.02 Total cost, 𝐷𝑡𝑔 2883.0

Φ 𝑅 1.9 𝐹𝑢 න

𝑢 ∞

Φ 𝑅 𝑓−𝜍 𝑡−𝑢 𝑒𝑡

  • 39.4

𝑊

0 𝑅 0

23.5 𝑊

1 𝑅 0

17.4 𝑅𝑀 28.7 𝑅𝐼 41.8 Indifference band (𝑅𝐼 − 𝑅𝑀) 13.1

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Slide 21

Illustration of policy in action

Flexible Fixed transit Fixed transit Flexible

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Slide 22

Verification of policy

Experimental design

For the same simulated demand density trajectory of 96

  • bservations, outcome decisions (and accumulated costs) are

made for the following policies:

 Perfect information (oracle) scenario: determine the optimal

switching points deterministically as if the operator knew the demand outcome beforehand;

 Myopic policy scenario: determine the optimal switching points

whenever the incremental cost threshold (Φ=0) is crossed;

 Proposed policy scenario based on market entry-exit switching

  • ption: switch to fixed transit whenever 𝑅 𝑢 > 𝑅𝐼or switch to

flexible transit whenever 𝑅 𝑢 < 𝑅𝑀.

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Slide 23

Experimental design

𝜜(𝜌) = 𝑆𝑛𝑧 − 𝜌 𝑆𝑛𝑧 − 𝑆𝑞ℎ 𝑇𝑔 = 8,𝑇𝑑 = 80

Fixed vehicle sizes

𝑅𝑜+1 = 𝑅𝑜 + 𝜈 𝑛 − 𝑅𝑜 ∆𝑢 + 𝜏𝑅𝑜∆𝑥𝑜

➢ The performance of the proposed policy 𝑆𝑞ℎ perfect information scenario 𝑆𝑛𝑧 myopic scenario seats/vehicle Average demand density of 40 trips/mile2/hr

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Slide 24

Experimental Results

➢ When switching cost is 0, there is just one threshold 𝑅∗ = 35.6. ➢ When there is a switching cost 𝐺+ = 𝐺− = 10, then the optimal thresholds are 𝑅𝑀 = 28.7 𝑅𝐼 = 41.8.

Proposed policy

Flexible Fixed transit Fixed transit Flexible

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Slide 25

Experimental Results

  • Fig. 8. (a) Myopic switching policy, and (b) perfect information switching policy.

Perfect information Proposed policy Myopic policy Total discounted cost 46093.77 46150.62 46293.73 𝜜 𝜌 1.0000 0.7157 0.0000

The proposed policy can reduce the excess cost by 72% relative to myopic policy

Flexible Fixed transit

𝜜(𝜌) = 𝑆𝑛𝑧 − 𝜌 𝑆𝑛𝑧 − 𝑆𝑞ℎ

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Slide 26

Model properties

 Switching policy sensitivity to demand density

  • Fig. 4. (a) Incremental operational cost from fixed to flexible transit

(b) option value of conventional and flexible bus service with respect to demand density.

32 Flexible Fixed transit 𝟑𝟗. 𝟖 𝟓𝟐. 𝟗 35.6 .6>32

  • ption value accounts for foresight
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Slide 27

Model variation: modular vehicle size

 Two different vehicle sizes 𝑇1 and 𝑇2, 𝑇2 = 2𝑇1  𝐷𝑡𝑔1 𝑅; 𝑇1 = the cost of operating flexible service with vehicle size 𝑇1

𝐷𝑡𝑔2 𝑅; 𝑇2 for operating flexible service with vehicle size 𝑇2 = 2𝑇1.

 The incremental cost savings function variation Φv

Φv 𝑅 𝑢 = 𝐷𝑡𝑔1

𝑅 𝑢 ; 𝑇1 − 𝐷𝑡𝑔2

𝑅 𝑢 ; 𝑇2 This general structure can manage autonomous fleets such as the Next Future Mobility system

Shared autonomous fleets with modular vehicle size

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Slide 28

Application to vehicle modularity

The experiment is designed to compute the option premium for the added flexibility to switch between two vehicle sizes: 𝑇1 = 10 and 𝑇2 = 20.

  • Scenario 1: flexible service with only one fixed vehicle size

𝑇0 (static policy),

  • Scenario 2: flexible service with two vehicle sizes in which

the proposed policy is used to determine optimal switching, assuming the system initiates at 𝑇1 and having symmetric switching costs 𝐺

𝑇 = 10.

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Slide 29

Application to vehicle modularity

 𝐺 𝑇 =10

𝑅𝐼= 33.5, 𝑇1 → 𝑇2 𝑅𝑀= 22.8, 𝑇2 → 𝑇1

 𝐺 𝑇= 0

𝑅∗ = 28.2.

Fig 10. Proposed switching policy for vehicle modularity.

Proposed policy Static policy Cumulative total cost ($) 45946.64 46320.09

The flexibility to switch vehicle size in this case leads to an improvement over a static policy of $373.45 over the 24 hrs.

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Conclusion

➢Optimize dynamic switching of transit service as a market entry-exit real options model with mean-reverting demand density; ➢Model features a quantifiable hysteresis effect ➢Relative to a myopic policy, the performance

  • f the proposed policy can eliminate up to

72% of the excess cost; ➢An option premium exists for having the flexibility to switch between two vehicle sizes.

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Slide 31

Further research

➢Also applicable to selecting/staging different transportation technologies (LRT vs heavy rail, electric vehicle infrastructure, autonomous vehicle infrastructure, etc.) ➢Adding significant switching duration (e.g. Li et al, 2015) and decision-dependent stochastic process ➢An empirical study on a transit operation with real data

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Questions?

Qian-wen Guo: guoqw3@mail.sysu.edu.cn Joseph Y.J. Chow*: joseph.chow@nyu.edu Paul Schonfeld: pschon@umd.edu

Funding support

  • Guangdong Provincial Natural Science Foundation (2016A030310223)
  • National Science Foundation for Young Scientists of China (71601192)
  • China Postdoctoral Science Foundation (2017T100655)
  • National Science Foundation (CMMI-1634973)

Citation Guo, Q.W., Chow, J.Y.J., Schonfeld, P., 2017. Stochastic dynamic switching in fixed and flexible transit services as market entry-exit real options. Transportation Research Part C, in press, doi: 10.1016/j.trc.2017.08.008. Code and data https://github.com/BUILTNYU/Optimal-Switching