Document Type
Dissertation
Degree
Doctor of Philosophy (PhD)
Major/Program
Civil Engineering
First Advisor's Name
Mohammed Hadi
First Advisor's Committee Title
Committee chair
Second Advisor's Name
Albert Gan
Second Advisor's Committee Title
committee member
Third Advisor's Name
Xia Jin
Third Advisor's Committee Title
committee member
Fourth Advisor's Name
Wensong Wu
Fourth Advisor's Committee Title
committee member
Fifth Advisor's Name
L. David Shen
Fifth Advisor's Committee Title
committee member
Sixth Advisor's Name
Yan Xiao
Sixth Advisor's Committee Title
committee member
Seventh Advisor's Name
Priyanka Alluri
Seventh Advisor's Committee Title
committee member
Keywords
Freeway Operations, Ramp Metering, Ramp Signaling, Traffic Management, System Bottleneck, Intelligent Transportation Systems, Monte Carlo, Stochastic Capacity
Date of Defense
11-7-2017
Abstract
Ramp metering is an effective management strategy, which helps to keep traffic density below the critical value, preventing breakdowns and thus maintaining the full capacity of the freeway. Warrants for ramp metering installation have been developed by a number of states around the nation. These warrants are generally simple and are based on the traffic, geometry, and safety conditions in the immediate vicinity of each ramp (local conditions). However, advanced applications of ramp metering utilize system-based metering algorithms that involve metering a number of on-ramps to address system bottleneck locations. These algorithms have been proven to perform better compared to local ramp metering algorithms. This has created a disconnection between existing agency metering warrants to install the meters and the subsequent management and operations of the ramp metering. Moreover, the existing local warrants only consider recurrent conditions to justify ramp metering installation with no consideration of the benefits of metering during non-recurrent events such as incidents and adverse weather.
This dissertation proposed a methodology to identify the ramps to meter based on system-wide recurrent and non-recurrent traffic conditions. The methodology incorporates the stochastic nature of the demand and capacity and the impacts of incidents and weather using Monte Carlo simulation and a ramp selection procedure based on a linear programming formulation. The results of the Monte Carlo simulation are demand and capacity values that are used as inputs to the linear programming formulation to identify the ramps to be metered for each of the Monte Carlo experiments. This method allows the identification of the minimum number of ramps that need to be metered to keep the flows below capacities on the freeway mainline segment, while keeping the on-ramp queues from spilling back to the upstream arterial street segments. The methodology can be used in conjunction with the existing local warrants to identify the ramps that need to be metered. In addition, it can be used in benefit-cost analyses of ramp metering deployments and associated decisions, such as which ramps to meter and when to activate in real-time. The methodology is extended to address incidents and rainfall events, which result in non-recurrent congestion. For this purpose, the impacts of non-recurrent events on capacity and demand distributions are incorporated in the methodology.
Identifier
FIDC006590
ORCID
https://orcid.org/0000-0003-4064-1358
Recommended Citation
Fartash, Homa, "Development of System-Based Methodology to Support Ramp Metering Deployment Decisions" (2017). FIU Electronic Theses and Dissertations. 3648.
https://digitalcommons.fiu.edu/etd/3648
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