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Highway Capacity and Traffic Flow
Partial Contents: Empirical Method To Estimate the Capacity and Delay of the Minor Street Approach of a Two-Way Stop-Controlled Intersection; Capacity of Two-Lane, Two-Way Rural Highways: The New Approach; Study of Headway and Lost Time at Single-Point Urban Interchanges; Potential Accuracy of a Planning Application for the HCM Signalized Intersection Operational Procedure; Implementing Travel Forecasting with Traffic Operational Strategies; Left-Turn Adjustment Factors for Saturation Flow Rates of Shared Permissive Left-Turn Lanes; Statistical Properties of Vehicle Time Headways; Modeling Queued Driver Behavior at Signalized Junctions; Signal Timing Determination Using Genetic Algorithms; Investigation of the Impacts of Ramp Metering on Traffic Flow With and Without Diversion; Development of an Improved High-Order Continuum Traffic Flow Model; Variance Reduction Applied to Urban Network Traffic Simulation.
Highway Capacity and Traffic Flow
Partial Contents: Empirical Method To Estimate the Capacity and Delay of the Minor Street Approach of a Two-Way Stop-Controlled Intersection; Capacity of Two-Lane, Two-Way Rural Highways: The New Approach; Study of Headway and Lost Time at Single-Point Urban Interchanges; Potential Accuracy of a Planning Application for the HCM Signalized Intersection Operational Procedure; Implementing Travel Forecasting with Traffic Operational Strategies; Left-Turn Adjustment Factors for Saturation Flow Rates of Shared Permissive Left-Turn Lanes; Statistical Properties of Vehicle Time Headways; Modeling Queued Driver Behavior at Signalized Junctions; Signal Timing Determination Using Genetic Algorithms; Investigation of the Impacts of Ramp Metering on Traffic Flow With and Without Diversion; Development of an Improved High-Order Continuum Traffic Flow Model; Variance Reduction Applied to Urban Network Traffic Simulation.
Highway Capacity and Traffic Flow
1992
162 pages
Report
No indication
English
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