Computer simulation of optimum signal settings at Saladaeng intersection, Bangkok
Call Number: AIT Thesis no. 577 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 577Publication details: Bangkok : Asian Institute of Technology, 1973Description: 106 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1973 Summary: The computer simulation of optimum signal setting at Saladaeng Intersection has been organized into two parts. The first was a field experimental study. By using a cine camera, the traffic demands and the operating characteristics of the intersection were obtained, The second part was the development of a computer simulation model. The program was written macroscopically using the cycle length as the scanning period. The optimum cycle length was found through simulation after the validation of the model by field data. It was determined that 145 sec and 175 sec would be the most suitable cycle lengths for the morning and the evening peak traffic periods, respectively. The optimum signal setting would reduce the average vehicular delay from that produced by the police-controlled, long-cycle length operation ordinarily used during the peak-hour periods.
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40-Archives
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Asian Institute of Technology Library Archives | AIT Thesis no. 577 (Browse shelf(Opens below)) | Available | 30050160093869 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in the Asian Institute of Technology, Bangkok, Thailand
Thesis (M.Eng.) - Asian Institute of Technology, 1973
The computer simulation of optimum signal setting at Saladaeng Intersection has been organized into two parts. The first was a field experimental study. By using a cine camera, the traffic demands and the operating characteristics of the intersection were obtained, The second part was the development of a computer simulation model. The program was written macroscopically using the cycle length as the scanning period. The optimum cycle length was found through simulation after the validation of the model by field data. It was determined that 145 sec and 175 sec would be the most suitable cycle lengths for the morning and the evening peak traffic periods, respectively. The optimum signal setting would reduce the average vehicular delay from that produced by the police-controlled, long-cycle length operation ordinarily used during the peak-hour periods.
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