Sensor Network Design for Multimodal Freight Traffic Surveillance - - PowerPoint PPT Presentation

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Sensor Network Design for Multimodal Freight Traffic Surveillance - - PowerPoint PPT Presentation

NEXTRANS 2009 Undergraduate Summer Internship Sensor Network Design for Multimodal Freight Traffic Surveillance Eunseok Choi (Joint work with Xiaopeng Li and Yanfeng Ouyang) Motivation Challenge: Real-Time Traffic Information


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SLIDE 1

Sensor Network Design for Multimodal Freight Traffic Surveillance

Eunseok Choi

(Joint work with Xiaopeng Li and Yanfeng Ouyang)

NEXTRANS 2009 Undergraduate Summer Internship

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SLIDE 2

Motivation

  • Challenge: Real-Time Traffic

Information Surveillance and Estimation

– e.g., travel time estimation, traffic volume estimation – Traffic is unstable in congestion (Li et al, 2009), e.g., which increases the difficulty

  • f estimation

– Congestion is common at intermodal traffic connections

  • Helper: Sensor Technologies

– Accurately sample real-time traffic information – Increase the accuracy of estimation at the network level.

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SLIDE 3

Background

  • Sensor Technologies

– Loop Detector – Video Camera – RFID: widely used vehicle detection method

  • e.g., I-Pass in Chicago
  • Identification of vehicles
  • 30~100 ft typical detection range
  • Installation & operating costs ($70,000+

per installation)

  • Problem: Where to Deploy Sensors?

– Maximize surveillance benefit for any installation budget – Consider potential sensor failures

(Rajagopal and Varaiya, 2007; Carbunar, 2005)

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SLIDE 4

Related Literature

  • Sensor Location for Traffic Surveillance

– Flow volume estimation in highway networks

(Yang et al. 1991, Yang and Zhou 1998, Ehlert et al. 2006, Fei et al. 2007, Fei and Mahmassani 2008, Hu et al. 2009)

– Flow coverage in railroad networks (Ouyang et al.

2009)

– Corridor travel time estimation (Ban et al. 2009)

  • Facility Location

– Discrete models (Daskin 1995; Drezner 1995) – Continuum models

(Newell 1971, 1973; Daganzo and Newell 1986; Daganzo 1991)

– Reliable models allowing for facility failure

(Daskin 1983; Snyder and Daskin 2005; Cui et al. 2009; Li and Ouyang 2009)

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SLIDE 5

Objective of Current Study

  • Develop a Sensor Location

Framework for Traffic Surveillance

– General benefit measure

  • flow coverage
  • path coverage (Origin-Destination

travel tim e estim ation)

– Suitable for general transportation network topology – Consider expected benefit under probabilistic sensor failures

Flow Coverage Path Coverage (length dependent)

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SLIDE 6

Major Tasks

Team Work

  • Mathematical model
  • Solution techniques
  • Case studies

My Focus

  • Data Preparation for Chicago Case Study
  • Interm odal Transportation Netw ork
  • Freight Traffic
  • Analysis and Insights
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SLIDE 7

Model and Solution Algorithm

  • Linear Integer Program

– Maximize expected flow coverage and path coverage – Probabilistic iid sensor failures – NP-hard

  • CPLEX

– Fails even for moderate-size instances

  • Greedy Heuristic

– Simple and intuitive – No optimality guarantee – May yield sub-optimal solution

  • Lagrangian Relaxation (LR)

– Works efficiently – Provides optimality gap (solution quality) – Embedded in a Branch & Bound framework to eliminate possible residual gaps

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SLIDE 8

Test Case: Sioux-Falls Network

  • 24 candidate locations for

potential sensor installations

  • 528 O-D paths (obtained with

shortest path algorithm)

  • LR algorithm vs. CPLEX over 36

instances, within 1800 CPU seconds

– LR beats CPLEX on almost all instances – LR yields optimal solution for 35 instances – CPLEX failed to yield optimal solution for 21 instances – CPLEX failed to yield a feasible solution for 4 instances

1 8 4 5 6 3 2 15 19 17 18 7 12 11 10 16 9 20 23 22 14 13 24 21 3 1 2 6 8 9 11 5 15 12 23 13 21 16 19 17 20 18 54 55 50 48 29 51 49 52 58 24 27 32 33 36 7 35 40 34 41 44 57 45 72 70 46 67 69 65 25 28 43 53 59 61 56 60 66 62 68 63 76 73 30 71 42 64 75 39 74 37 38 26 4 14 22 47 10 31

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SLIDE 9

Chicago Case: Data Preparation

  • Highway network & rail terminals
  • Consider conjunctions as origin/destination of

Chicago traffic

  • Ignore “through” traffic
  • Destination volume based on nearby population
  • Freights take the shortest path (distance)
  • All rail freights are transferred at Terminals

Conjunction Terminal Access Point

Single Mode Intermodal

Other States

Rail Network Highway Network

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SLIDE 10

Data Preparation – Freight Movement

  • Macroscopic Freight Traffic Statistics

– Traffic from other states -> Traffic Assignment – Traffic distribution

  • Term inal Capacity
  • Chicago Area Population

(unit: thousand tons) Inbound Outbound All Modes

384,554 398,993

Single Mode

371,023 381,750

Truck

312,279 294,611

Truck: Outer States

117,289 87,778

Rail

34,343 43,957

Multi Modes

5,926 9,864

(Source: Bureau of Transportation Statistics www.bts.gov/)

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SLIDE 11

8 Access Points 21 Conjunctions 17 Terminals Network Representation → 89 total nodes → 363 total links → 1046 O-D flows

(Sheffi, 1985)

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Analysis Scenarios

  • Number of sensors (10, 20)
  • Sensor Failure Probability (0%, 20%)
  • Coverage Type (flow, path)
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Results Flow Coverage – 10 sensors

0% Failure 96.8% Coverage 20% Failure 89.4% Coverage

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SLIDE 14

Results Flow vs. Path Coverage – 0% failure

Path 67.8% Coverage Flow 96.8% Coverage

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SLIDE 15

Results Flow vs. Path Coverage – 20% failure

Flow 89.4% Coverage Path 48.5% Coverage

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SLIDE 16

Results Path Coverage – 10 vs. 20 sensors

0% Failure 67.8% Coverage 0% Failure 92.3% Coverage

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SLIDE 17

Results

0.00E+00 5.00E+05 1.00E+06 1.50E+06 2.00E+06 2.50E+06 3.00E+06 3.50E+06 4.00E+06 0.2 0.4 0.6 0.8 1

Net Benefit

Failure Probability

Path Coverage Flow Coverage

0.00E+00 1.00E+06 2.00E+06 3.00E+06 4.00E+06 5.00E+06 6.00E+06 10 20 30 40

Net Benefit

# of Installations

Path Covearge Flow Covearge

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SLIDE 18

Conclusions

  • A new reliable sensor location model to improve

intermodal freight traffic surveillance in Chicago

  • Customized algorithms to solve the problem

efficiently

  • Insights on optimal sensor network deployment
  • Potential Societal Benefits

– Increase the visibility of freight movement – Traffic management based on congestion points – Network and infrastructure planning

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SLIDE 19

Thank You

Eunseok Choi echoi23@illinois.edu Xiaopeng Li li28@illinois.edu Yanfeng Ouyang yfouyang@illinois.edu

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SLIDE 20

Future Research

  • Uncertainty in traffic flow and routing
  • Site-dependent failure probability
  • Develop continuous models
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Challenges

  • Obtaining Sufficient Freight Data

– Difficult to portray more realistic illustration – Better understanding of freight movements is required

  • Uncertainty at much larger network

– Much more complex work is required – Higher chance of error at solving process

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SLIDE 22

RFID

  • Range around 31 ft.

– Possible to increase the range by boosting the power up, but much higher cost

– http:/ / www.businesswire.com/ portal/ site/ transcore/ ?ndmViewId=news_view&newsId=200410200 05274&newsLang=en

  • Failure Probability <3%
  • Installing RFID sensor system

– ~$70,000 per location – Plus maintenance cost – IGA Reader, Fusion Redundant Reader

– http:/ / www.tollroadsnews.com/ node/ 3280