Sustainable Civil Engineering Practices by Unknown

Author:Unknown
Language: eng
Format: epub
ISBN: 9789811536779
Publisher: Springer Singapore

3 Results and Discussion

After the model building process and calibration process is complete, the next process is to make changes in the present corridor to increase its efficiency. By making the necessary changes in the model, the results obtained were determined in terms of the average travel time, queue length and delay time. Comparisons were made between the present and modified conditions in terms of performance measures. This comparison showed better performance at the intersections for a decrease in travel time, queue length and delay times. Figure 1 shows a comparison of travel times in seconds which slightly decreases in all the intersections, and the average travel time decrease is found to be 20%. In Fig. 2, the queue length for each intersection decreases, and Fig. 3 also shows a decrease in the delay times for both the present and modified scenario at peak hour, and the average decrease is found to be 22%.

Fig. 1Comparison of travel time after simultaneous coordination

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