Simulation of macroscopic traffic model with approximation velocity function: A study case in Jalan Buah Batu, Indonesia

P. H. Gunawan, A. Siahaan
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引用次数: 2

Abstract

The aim of this paper is to simulate the traffic flow from conservation laws model. In the conservation model, the velocity function is approximated by the observation data using polynomial least square approximation. The observation data which is consists of a relation between density and velocity is obtained from real traffic flow. The study case of this research is conducted from Jalan Buah Batu, Bandung, West Java, Indonesia. Here, the approximation of velocity in linear and quadratic forms are obtained as P1(ρ) = −7.0667049017ρ + 7.301347437, and P2(ρ) = 7.5604853733ρ2 − 15.5128486187ρ + 9.2195225939 respectively. Using the velocity function P2, the position of leader is approximately 20 m in front of the leader of vehicles with velocity function P1 in final time 15 s. Moreover, in final time 30 s of simulation, the difference position between the leader of vehicles using velocity function P1 and P2 is approximately 65 m.
用近似速度函数模拟宏观交通模型:以印尼加兰布阿巴图为例
本文的目的是利用守恒律模型对交通流进行模拟。在守恒模型中,速度函数由观测数据用多项式最小二乘逼近逼近。观测数据是由密度与速度的关系组成的,数据来源于真实的交通流。本研究的研究案例来自印度尼西亚西爪哇万隆的Jalan Buah Batu。在这里,速度的线性近似和二次近似分别为P1(ρ) =−7.0667049017ρ + 7.301347437, P2(ρ) = 7.5604853733ρ2−15.5128486187ρ + 9.2195225939。利用速度函数P2,在最终时间15s内,车速函数P1的车辆的前车位置在前车前方约20m处。在模拟的最后时间30s,使用速度函数P1和P2的车辆领先者之间的位置差约为65m。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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