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Improving convergence of
quasi dynamic assignment models
Results
For application in a strategic context,
assignment models need to converge to a
stable state. Besides poor convergence,
dynamic models lack the tractability, scalability
and low input and computational requirements
that are needed in this context. Therefore, in
this research we use the quasi dynamic
assignment model STAQ, that combines
tractability, scalability and low input and
computational requirements of static with the
realism of dynamic models and try to improve
its rate of convergence.
Capacity and storage constraints may cause route cost functions to become:
1. over-sensitive causing an ‘instable phase’ during the first iterations;
2. strongly inseparable when sharing (spillback from) a bottleneck.
Both properties are also existent in pure DTA models and lead to poor convergence.
Ad 1: SRA outperforms MSA, but only when higher precision user equilibrium is
needed. For lower precision the ‘instable phase’ needs to be shortened, which can be
done by normalizing the scale factor of the route choice model to the largest routecost.
Ad 2: SRA-ODspecific outperforms SRA, but only when inseparability of routes is
taken into account: OD pairs should be clustered based on level of inseparability.
High precision (DG<1E-05) is not needed for strategic application (finding is in line with
literature on static traffic assignment models, i.e.: Boyce, Ralevic and Bar Gera 2004).
Network Loading Model: STAQ
Static STAQ 1st order DTA
Link model: Travel time function Fundamental diagram
Node model: None Explicit node model
Demand: Stationary Time varying
Time periods: Single Multiple
Route Choice Model: Multinomial Logit
Convergence Metric: Stochastic Duality Gap
Straightforward extension of deterministic
duality gap, but will go to 0 when using MNL
route choice model
MSA: method of successive averages (1/i)
SRA: Self regulating average (Liu et al 2009)
Spillback network:
D1
D2
O
Dependent network:
D1
D2
O
Independent network:
D1
D2
O
Test networks:
Tested averaging schemes:
Convergence:
SRA od specific
SRA normalize mu based on maxcost:
Proposed enhancements:
Luuk Brederode* 1, 2, Adam Pel1, Luc Wismans2,3, Erik de Romph1
1Delft University of Technology, Department of Transport & Planning - 2DAT.mobility - 3University of Twente, Centre for Transport Studies Corresponding author: lbrederode@dat.nl
Research objective
Methods used
Conclusions
Den Bosch / Oss region (PM peak)
Gaps MSA vs SRA (test networks)
Gaps enhanced methods (test networks)
Gaps all methods (real network)
Realistic Network:
148 zones, 7005 nodes,
15200 links, 25000 routes
Diverging iterations:
decrease stepsize
Converging iterations:
maintain stepsize
MSA
SRA
Stepsizes: MSA vs SRA
1E-02 1E-04 1E-15
Legend
Bandwith: flow
Color: relative speed (% of free flow speed)
100%
0%
65%
(critical)
Presented at the 6th international symposium on
dynamic traffic assignment – Sydney, Australia

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Improving convergence of static assignment models with strict capacity constraints

  • 1. Improving convergence of quasi dynamic assignment models Results For application in a strategic context, assignment models need to converge to a stable state. Besides poor convergence, dynamic models lack the tractability, scalability and low input and computational requirements that are needed in this context. Therefore, in this research we use the quasi dynamic assignment model STAQ, that combines tractability, scalability and low input and computational requirements of static with the realism of dynamic models and try to improve its rate of convergence. Capacity and storage constraints may cause route cost functions to become: 1. over-sensitive causing an ‘instable phase’ during the first iterations; 2. strongly inseparable when sharing (spillback from) a bottleneck. Both properties are also existent in pure DTA models and lead to poor convergence. Ad 1: SRA outperforms MSA, but only when higher precision user equilibrium is needed. For lower precision the ‘instable phase’ needs to be shortened, which can be done by normalizing the scale factor of the route choice model to the largest routecost. Ad 2: SRA-ODspecific outperforms SRA, but only when inseparability of routes is taken into account: OD pairs should be clustered based on level of inseparability. High precision (DG<1E-05) is not needed for strategic application (finding is in line with literature on static traffic assignment models, i.e.: Boyce, Ralevic and Bar Gera 2004). Network Loading Model: STAQ Static STAQ 1st order DTA Link model: Travel time function Fundamental diagram Node model: None Explicit node model Demand: Stationary Time varying Time periods: Single Multiple Route Choice Model: Multinomial Logit Convergence Metric: Stochastic Duality Gap Straightforward extension of deterministic duality gap, but will go to 0 when using MNL route choice model MSA: method of successive averages (1/i) SRA: Self regulating average (Liu et al 2009) Spillback network: D1 D2 O Dependent network: D1 D2 O Independent network: D1 D2 O Test networks: Tested averaging schemes: Convergence: SRA od specific SRA normalize mu based on maxcost: Proposed enhancements: Luuk Brederode* 1, 2, Adam Pel1, Luc Wismans2,3, Erik de Romph1 1Delft University of Technology, Department of Transport & Planning - 2DAT.mobility - 3University of Twente, Centre for Transport Studies Corresponding author: lbrederode@dat.nl Research objective Methods used Conclusions Den Bosch / Oss region (PM peak) Gaps MSA vs SRA (test networks) Gaps enhanced methods (test networks) Gaps all methods (real network) Realistic Network: 148 zones, 7005 nodes, 15200 links, 25000 routes Diverging iterations: decrease stepsize Converging iterations: maintain stepsize MSA SRA Stepsizes: MSA vs SRA 1E-02 1E-04 1E-15 Legend Bandwith: flow Color: relative speed (% of free flow speed) 100% 0% 65% (critical) Presented at the 6th international symposium on dynamic traffic assignment – Sydney, Australia