Affiliation:
1. Department of Civil Engineering, University of Hawaii at Manoa, 2540 Dole Street, 383, Honolulu, HI 96822
Abstract
Simulation of a large integrated (street and freeway) network with three state-of-the-art software programs is presented. The 20-centerline-km network includes three on-ramps, three off-ramps, an on-and off-ramp weaving section, and a high design arterial with 11 signalized intersections. After considerable modifications to default settings, all three software programs were able to replicate field-measured volumes well. INTEGRATION required extensive modifications to approximate complex signal timing plans and had problems with lane alignment on the wide arterial. CORSIM’s FRESIM component had difficulty with vehicles that miss their destination and required car-following parameter settings corresponding to unusually high capacities to produce good results. WATSim needed the fewest modifications, and it was primarily sensitive to merging and acceleration lengths. WATSim and CORSIM speeds were close to each other. INTEGRATION’s simplified treatment of signalization produced higher street link speeds.
Subject
Mechanical Engineering,Civil and Structural Engineering
Reference22 articles.
1. Comparison of INTEGRATION, TSIS/CORSIM, and WATSim in Replicating Volumes and Speeds on Three Small Networks
2. RoessR. P., and UlerioJ. M. NCHRP Report 385: Comparison of 1994 Highway Capacity Manual’s Ramp Analysis Procedures and FRESIM Model. TRB, National Research Council, Washington, D.C., 1997, 124 pp.
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