Perkiraan fungsi kecepatan-kepadatan di Jalan Merdeka Bandung-Indonesia

MUHAMMAD ARDI RIZMALDI

Informasi Umum

Kode

20.04.3543

Klasifikasi

621.31 - Electrical Engineering

Jenis

Karya Ilmiah - Skripsi (S1) - Reference

Subjek

Simulation Models

Dilihat

52 kali

Informasi Lainnya

Abstraksi

This paper illustrates a simple model concerning the interaction between the obstacles of traffic flow to the surrounding traffic flow. The traffic flow is assumed to be described by a macroscopic model. The modeling of obstacle traffic flow is based on two conditions which are the obstacle and free obstacle traffic flow conditions. The observation data here is consist of characteristic traffic flow such as density and average speed of the vehicle are obtained from real observation in Jalan Merdeka, Bandung, West Java, Indonesia. There is 8 velocity function are obtained by using a polynomial function approximation. Here, the linear velocity function are obtained as v1(?)= -50.72? + 45.08 is the free obstacle velocity function and v1(?)= -15.73? + 21.09 is the obstacle velocity function. In fact, to observe congestion occurs in obstacle traffic flow it can be concluded from the two condition velocity function. Moreover, there is a shock wave phenomenon in the obstacle traffic flow simulation.