Traffic Jamboree: Factors Contributing to Phantom Jams

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Traffic Jamboree: Factors Contributing to Phantom Jams Jamie Ye, Eva Reyes, Brooks Wilding, Jack Lance, Zack Shen, Benjamin Nesselrodt, Stefan Joseph

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Traffic Jamboree: Factors Contributing to Phantom Jams. Jamie Ye, Eva Reyes, Brooks Wilding, Jack Lance, Zack Shen, Benjamin Nesselrodt , Stefan Joseph. Classic Scenario. - PowerPoint PPT Presentation

Transcript of Traffic Jamboree: Factors Contributing to Phantom Jams

Page 1: Traffic Jamboree: Factors Contributing to Phantom Jams

Traffic Jamboree: Factors Contributing to Phantom Jams

Jamie Ye, Eva Reyes, Brooks Wilding, Jack Lance, Zack Shen, Benjamin Nesselrodt, Stefan Joseph

Page 2: Traffic Jamboree: Factors Contributing to Phantom Jams

Stuck in a Jam? The Science behind Traffic. Digital Image. Evidence Based Living. Cornell University, n.d. Web. 29 July 2014

Classic Scenario

Page 3: Traffic Jamboree: Factors Contributing to Phantom Jams

History

Car industry revolutionized lives of Americans Came with many negatives Traffic rules and regulations evolved with growth of

transportation industry Greenshields study in 1930s

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Why it Matters

Cost Environment Public Health

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Various Models

Microscopic Car-Following Models Macroscopic Models Gas-Kinetic Models Cellular Automaton Models

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Nagel-Schreckenberg

Freeway Traffic Four Steps Slow-to-Start Variant

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Time (min)

Car locations when vmax = 135 km/h,  ρ = 8.67 cars/km, and prob(slow) = 0.5

Po

sitio

n (

km)

7.5

5.0

2.5

25 500

0

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75 95 115 135 155 175 195 215 235 255 2756.5

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Density-Velocity Phase Diagram at P = 0.5

Velocity (km/h)

De

nsi

ty (

cars

pe

r ki

lom

ete

r)

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Velocity (km/hr)

Den

sity

(ca

rs p

er k

ilom

eter

)

80 100 120 140 160 180 200 220 2406

6.5

7

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9

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11

Phase Diagram Intermediate Transition Points

Page 10: Traffic Jamboree: Factors Contributing to Phantom Jams

Den

sity

(ca

rs p

er k

ilom

eter

)

Velocity (km/h)

80

60

40

20

0 20 40 60 80 100 120

--- P = 0.25

P = 0.50

--- P = 0.75

Combined Phase Diagram

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2 3 4 5 6 7 8 9 10 110

5

10

15

20

25

Mean Flux vs. Density P = 0.25

81108135162189216243270

Car Density (cars per kilometer)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

MaximumVelocity(km/h)

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80 100 120 140 160 180 200 220 240 2600

5

10

15

20

25

Mean Flux vs. Velocity at P = 0.25

6.677.3388.679.331010.67

Velocity (km/h)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

Highway Density

(cars/km)

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2 3 4 5 6 7 8 9 10 110

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Mean Flux vs. Density at P = 0.50

81108135162189216243270

Density (cars per kilometer)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

MaximumVelocity(km/h)

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80 100 120 140 160 180 200 220 240 2600

2

4

6

8

10

12

14

16

Mean Flux vs. Velocity at P = 0.50

6.677.3388.679.331010.67

Velocity (km/h)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

Highway Density

(cars/km)

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6.5 7 7.5 8 8.5 9 9.5 10 10.5 110123456789

10

Mean Flux vs. Density at P = 0.75

81108135162189216243270

Density (cars per kilometer)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

Maximum Velocity(km/h)

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80 100 120 140 160 180 200 220 240 2600

2

4

6

8

10

Mean Flux vs. Velocity at P = 0.75

6.677.3388.679.331010.67

Velocity (km/h)

Me

an

Flu

x (c

ars

pe

r m

inu

te)

Highway Density

(cars/km)

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Slow-to-start model

Po

sitio

n (

km)

Time (min)

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2 3 4 5 6 7 8 9 10 110

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25

30

Mean Flux vs Density for Slow-to-Start Model

81108135162189216243270

Density (cars per kilometer)

Me

an

flu

x (c

ars

pe

r m

inu

te)

Maximum Velocity(km/h)

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80 100 120 140 160 180 200 220 240 2600

5

10

15

20

25

30

Mean Flux vs Velocity for Slow-to-Start Model

6.677.3388.679.331010.67

Velocity (km/h)

Mea

n flu

x (c

ars

per

min

ute)

Highway Density

(cars/km)

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75 95 115 135 155 175 195 215 235 255 2756.5

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Density vs. Velocity Phase Diagram for Slow-to-Start Model

Velocity (km/h)

De

nsi

ty (

cars

pe

r ki

lom

ete

r)

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1. Before vc , ρc : vmax = flux , density = flux . At or beyond vc , ρc : unstable, jams, variance

2. For slow-to-start vc ≈ 180 km/h for all ρ, so for vmax < vc : vmax = flux

3. Pushing vmax to unrealistic levels (>200 km/h): no benefit

Conclusions:The Five Commandments of Traffic Jams

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4. As P(slow) increases, vmax and ρ show less effect on flux

The Five Commandments of Traffic (continued)

100 120 140 160 180 200 220 240 260 2800

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60

Propagation Velocity of Traffic Jam vs. Speed Limit

Speed Limit (km/h)

Jam

Vel

oci

ty (

km/h

) 5. vmax has no apparent effect on speed of jam propagation

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Relevance

London M25 Motorway

Boston Central Artery/Tunnel Project

De

nsi

ty (

cars

pe

r ki

lom

ete

r)

Velocity (km/h)

80

60

40

20

0 20 40 60 80 100 120

--- P = 0.25

P = 0.50

--- P = 0.75

Combined Phase Diagram

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Sources

Stuck in a Jam? The Science behind Traffic. Digital Image. Evidence Based Living. Cornell University, n.d. Web. 29 July 2014

Hicks, Mark A. Stone Tablets – Clip Art Gallery. Digital Image. Stone Tablets – Clip Art Gallery. Discovery Education, n.d. Web 30 July 2014.

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Acknowledgements

Pennsylvania Department of Education

PGSS Corporate Sponsors: EQT, AT&T, Teva Pharmaceuticals, PPG, Alcoa, Westinghouse

PGSS Private Sponsors

PGSS Alumni Association and PGSS Campaign, INC.

Carnegie Mellon University

Pennsylvania Governor’s School for the Sciences

Dr. Barry Luokkala – PGSS Program Director

Melissa Lessure – Assistant to the Director

Zach McDargh – Team Project Advisor

Kaleigh Felisberto – Teaching Assistant

PGSS 2014 Teaching Assistants and Residence Life Directors

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Thank You.Any Questions?