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Estimasi Matrik Asal Tujuan Ddari Data Lalu Lintas dengan Metode Estimasi Inferensi Bayesian Menggunakan Piranti Lunak EMME/3 (Studi Kasus Kota Surakarta)

机译:使用EMME / 3软件利用贝叶斯推断估计方法从交通数据估计目的地起源矩阵(泗水市案例研究)

摘要

ABSTRACT Wulan Septiyani, 2015, Origin-Destination Matrix Estimation From Traffic Count Using Bayesian Inference Estimation Method Using EMME/3 Software (A Case Study of Surakarta City). Thesis. Civil Engineering Department Faculty of Engineering, Sebelas Maret University Surakarta. Transportation problems such as congestion, air and noise pollution, accidents, delay, and various safety issues can be arise if the need for movement on the rise. To overcome these problems is to create good transportation planning management traffic settings are good, and understanding the patterns of movement. One of the planning is done is to describe the pattern of movement using a origin destination matrix (O-D Matrix). This research aimed to calculate β value and estimate O-D Matrix in 2015 so the inter-zone movement can be known. In addition, to determine the validation level by comparing traffic flow resulted from the model and observation. This research was conducted in Surakarta, by dividing Surakarta into 65 zones with 51 internal zones and 14 external zones. The model used to estimate O-D Matrix using Gravity model with trip generation and attraction constraint. On this model there are parameters β that function as determinants of the magnitude of the spread of values that occur in each zone. Calibration method for obtaining parameters β that are later used in the calculation method of estimation results O-D Matrix Bayesian Inference (with Tanner barrier function) is the Newton-Raphson method of calibration. The calibration is done with a repetition of the process until convergence is reached the limit parameter values using the Matlab software application help. The value of the traffic volume is obtained by way of imposing a new matrix and enter a stream of observations (traffic count) to the road network by the method of loading the User Equilibrium. Test Validation using the coefficient of Determination (R ²). The value of parameter β by using application software Matlab is -0,00034. The result of the calculation by using EMME/3 shows the total number of estimation of movement Surakarta in the year of 2015 is 47549 smp/jam with level of validation (R2) is 0,803. Keywords: O-D Matrix, EMME/3, Matlab, Gravity Model
机译:摘要Wulan Septiyaniani,2015年,使用EMME / 3软件使用贝叶斯推断估计方法从交通流量中估计起点-目的地矩阵(以Surakarta市为例)。论文。 Sebelas Maret University Surakarta土木工程系工程系。如果对移动的需求增加,则会出现交通问题,例如交通拥堵,空气和噪音污染,事故,延误以及各种安全问题。要克服这些问题,就是要制定良好的交通规划,管理好交通设置,并了解运动方式。进行的一项计划是使用起点目标矩阵(O-D矩阵)描述运动模式。这项研究旨在在2015年计算β值并估算O-D矩阵,以便知道区域间的运动。另外,通过比较模型和观察结果产生的交通流量来确定验证级别。这项研究是在Surakarta进行的,将Surakarta分为65个区域,其中51个内部区域和14个外部区域。该模型用于使用具有行程生成和吸引力约束的重力模型估算O-D矩阵。在该模型上,存在参数β,这些参数β决定了每个区域中出现的值的扩展幅度。稍后在估计结果O-D矩阵贝叶斯推断(具有Tanner势垒函数)的计算方法中使用的,用于获取参数β的校准方法是牛顿-拉夫森校准方法。重复该过程进行校准,直到使用Matlab软件应用程序帮助达到收敛的极限参数值为止。通过施加新矩阵并通过加载用户平衡的方法将观测流(交通计数)输入到道路网络,可以获取交通量的值。使用确定系数(R²)进行测试验证。使用应用软件Matlab的参数β值为-00034。使用EMME / 3进行的计算结果显示,Surakarta在2015年的运动估计总数为47549 smp / jam,确认级别(R2)为0,803。关键字:O-D矩阵,EMME / 3,Matlab,重力模型

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