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Transportation
Networks
Meead Saberi
meead.saberi@monash.edu
2
§  Transportation networks are
complex, large-scale, and
come in a variety of forms
(e.g. road, rail, air, and
waterway networks.)
§  Transportation network
modeling research goes back
to 1950s.
§  Seminal work of Wardrop and
Whitehead (1952).
History
3
§  From an economic perspective,
the supply in transportation
systems is represented by the
underlying network topology and
the cost characteristics whereas
the demand is represented by
the users of the transportation
system.
§  Network equilibrium models are
commonly used for the prediction
of traffic patterns in transportation
networks that are subject to
congestion
Network Modeling
4
§  Origin-destination demand matrix
§  Multi-modal (car, public transport, taxi, walk, bike, etc.)
§  Time-dependent
§  Nodes are origins and destinations
§  Links are trips between origin and destination pairs
§  Traditionally difficult to observe, often through household
travel survey data
§  More recently observed using mobile phone data
§  Demand networks are spatial temporal weighted and
directed networks.
Network of transportation demand
5
Chicago’s network of travel demand
Number of trips = 78,681
Number of nodes = 1,868
Number of links = 37,528
6
Melbourne’s network of travel demand
Number of trips = 133,938
Number of nodes = 9,310
Number of links = 63,916
7
Characterizing travel demand networks
(left) A zoomed in view of the complex network structure of trips in Melbourne aggregated
at Statistical Local Area (SLA) level. Node colors represent node degree changing from
blue (low) to red (high). The network exhibit a large variation in node degree with relation
to location. (right) Node degree distribution in Melbourne and Chicago mobility networks.
Dashed line represent the fitted power law.
Source: Saberi et al., 2016. Transportation.
8
Travel demand as a network
§  The idea of viewing travel demand
as a graph is not new.
§  Understanding the spatial behavior
of individuals by studying human
activity spaces.
§  Traveler cognitive or mental map;
personal world; activity repertoire;
expectation space
§  Individual traveler activity space vs.
collective structure and properties
of combined individuals’ activity
spaces
9
Characterizing travel demand networks
Spatial distribution of node degree in (left) Chicago and (right) Melbourne following a
heterogeneous pattern.
Source: Saberi et al., 2016. Transportation.
10
Characterizing travel demand networks
Shortest path tree structure using the effective distance* concept from the perspective of a
node in (left) the CBD of Melbourne and (right) a northern suburb of Melbourne.
* Brockmann and Helbing, 2013. Science.
11
Model evaluation and validation
Network structure of travel demand in Melbourne from (a and e) real world
observations, (b and f) Random Forest model, (c and g) Decision Tree model, and (d
and h) Modified Decision Tree model in 2007 and 2009.
Real world observations Modeled networks
Source: Saberi et al., 2017. (under review)
12
§  Road infrastructure as a network
§  Nodes are junctions/intersections
§  Links are streets
§  Travelers (particles) flowing in the network
§  Time-dependent
§  Links have multi attributes (distance, travel time, volume,
density, speed, etc.)
§  Nodes have multi attributes (delay, capacity, etc.)
Transportation supply network
13
Melbourne’s road network
14
Network Traffic Flow Fundamental Variables
Q(t) is average network flow
K(t) is average network density
qi(t) is average link flow
ki(t) is average link density
li is link length
Network Fundamental
Diagram (NFD)
Traffic Flow
Fundamental
Diagram (FD)
Source: Geroliminis and Daganzo (2008)
15
Network Traffic Flow Fundamental Variables
Q(V) is average network flow
K(V) is average network density
d(V) is the total distance traveled in V
t(V) is the total time traveled in V
Lxy(V) is total network length
tv is time interval
16
Network Traffic Flow Fundamental Variables
17
Network Exit Function
Source: Daganzo, 2007; Mahmassani et al., 2013
§  Relationship between vehicle
accumulation in the network
n(t) and output flow g(t), the
rate vehicles reach their
destinations.
§  γ is maximum output flow.
§  ω is jam accumulation.
§  What is gridlock? A state of
the system under which traffic
in the entire or a portion of the
network comes to a complete
standstill.
Equilibrium behavior
Non-equilibrium behavior
18
Gridlock propagation and dissipation
Source: Mahmassani et al., 2013
Networks tend to jam at a range of
densities that are considerably smaller
than the theoretical network jam
density because of heterogeneous
distribution of congestion.
19
Future Research Directions
§  Transportation networks as multi-layer networks
(multiplex) that are temporal, weighted and directed.
§  Definition of community in transportation networks?
§  Integration of demand and supply networks? Identifying
demand and supply mismatch.
§  How to integrate network measures with behavioral
models of transportation? Social discrete choice models?
§  Why and how a gridlock
forms? How it propagates in
the network? How it might
recover?
Source: Zhang et al. (2017)
Transportation
Networks
Meead Saberi
meead.saberi@monash.edu

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Transportation Networks at NetSci 2017

  • 2. 2 §  Transportation networks are complex, large-scale, and come in a variety of forms (e.g. road, rail, air, and waterway networks.) §  Transportation network modeling research goes back to 1950s. §  Seminal work of Wardrop and Whitehead (1952). History
  • 3. 3 §  From an economic perspective, the supply in transportation systems is represented by the underlying network topology and the cost characteristics whereas the demand is represented by the users of the transportation system. §  Network equilibrium models are commonly used for the prediction of traffic patterns in transportation networks that are subject to congestion Network Modeling
  • 4. 4 §  Origin-destination demand matrix §  Multi-modal (car, public transport, taxi, walk, bike, etc.) §  Time-dependent §  Nodes are origins and destinations §  Links are trips between origin and destination pairs §  Traditionally difficult to observe, often through household travel survey data §  More recently observed using mobile phone data §  Demand networks are spatial temporal weighted and directed networks. Network of transportation demand
  • 5. 5 Chicago’s network of travel demand Number of trips = 78,681 Number of nodes = 1,868 Number of links = 37,528
  • 6. 6 Melbourne’s network of travel demand Number of trips = 133,938 Number of nodes = 9,310 Number of links = 63,916
  • 7. 7 Characterizing travel demand networks (left) A zoomed in view of the complex network structure of trips in Melbourne aggregated at Statistical Local Area (SLA) level. Node colors represent node degree changing from blue (low) to red (high). The network exhibit a large variation in node degree with relation to location. (right) Node degree distribution in Melbourne and Chicago mobility networks. Dashed line represent the fitted power law. Source: Saberi et al., 2016. Transportation.
  • 8. 8 Travel demand as a network §  The idea of viewing travel demand as a graph is not new. §  Understanding the spatial behavior of individuals by studying human activity spaces. §  Traveler cognitive or mental map; personal world; activity repertoire; expectation space §  Individual traveler activity space vs. collective structure and properties of combined individuals’ activity spaces
  • 9. 9 Characterizing travel demand networks Spatial distribution of node degree in (left) Chicago and (right) Melbourne following a heterogeneous pattern. Source: Saberi et al., 2016. Transportation.
  • 10. 10 Characterizing travel demand networks Shortest path tree structure using the effective distance* concept from the perspective of a node in (left) the CBD of Melbourne and (right) a northern suburb of Melbourne. * Brockmann and Helbing, 2013. Science.
  • 11. 11 Model evaluation and validation Network structure of travel demand in Melbourne from (a and e) real world observations, (b and f) Random Forest model, (c and g) Decision Tree model, and (d and h) Modified Decision Tree model in 2007 and 2009. Real world observations Modeled networks Source: Saberi et al., 2017. (under review)
  • 12. 12 §  Road infrastructure as a network §  Nodes are junctions/intersections §  Links are streets §  Travelers (particles) flowing in the network §  Time-dependent §  Links have multi attributes (distance, travel time, volume, density, speed, etc.) §  Nodes have multi attributes (delay, capacity, etc.) Transportation supply network
  • 14. 14 Network Traffic Flow Fundamental Variables Q(t) is average network flow K(t) is average network density qi(t) is average link flow ki(t) is average link density li is link length Network Fundamental Diagram (NFD) Traffic Flow Fundamental Diagram (FD) Source: Geroliminis and Daganzo (2008)
  • 15. 15 Network Traffic Flow Fundamental Variables Q(V) is average network flow K(V) is average network density d(V) is the total distance traveled in V t(V) is the total time traveled in V Lxy(V) is total network length tv is time interval
  • 16. 16 Network Traffic Flow Fundamental Variables
  • 17. 17 Network Exit Function Source: Daganzo, 2007; Mahmassani et al., 2013 §  Relationship between vehicle accumulation in the network n(t) and output flow g(t), the rate vehicles reach their destinations. §  γ is maximum output flow. §  ω is jam accumulation. §  What is gridlock? A state of the system under which traffic in the entire or a portion of the network comes to a complete standstill. Equilibrium behavior Non-equilibrium behavior
  • 18. 18 Gridlock propagation and dissipation Source: Mahmassani et al., 2013 Networks tend to jam at a range of densities that are considerably smaller than the theoretical network jam density because of heterogeneous distribution of congestion.
  • 19. 19 Future Research Directions §  Transportation networks as multi-layer networks (multiplex) that are temporal, weighted and directed. §  Definition of community in transportation networks? §  Integration of demand and supply networks? Identifying demand and supply mismatch. §  How to integrate network measures with behavioral models of transportation? Social discrete choice models? §  Why and how a gridlock forms? How it propagates in the network? How it might recover? Source: Zhang et al. (2017)