Global Journal of Advanced Engineering Technologies, Vol2-Issue2-2013 ISSN: 2277-6370 TRAFFIC CONTROL SYSTEM USING LabVIEW 1 1 N.Dinesh Kumar, 2G.Bharagava Sai, 3K.Shiva Kumar Associate Prof & HOD- EIE, Vignan Institute of Technology & Science, Vignan Hills, Deshmukhi, Nalgonda Dist – 508 284 Student of Final Year EIE, Vignan Institute of Technology & Science, Vignan Hills, Deshmukhi, Nalgonda Dist – 508 284 (2, 3) Abstract – As vehicular travel is increasing, the problem of urban traffic congestion spreads and as such there is a pressing need for the introduction of advanced technology and equipment to improve the state-of-the-art of traffic control. Traffic problems now-a-days are increasing because of the growing number of vehicles and the limited resources provided by current infrastructures. So a simulating and optimizing traffic control algorithms for increasing demand is need of the time. The simplest way for controlling a traffic light is to use a timer for each phase. In this paper we propose the Lab VIEW Simulation model for controlling the traffic lights based on time interval. This Simulation model can be extended to control the time interval of the traffic light based on traffic density. This can be even extended to integrated traffic management system for a metropolitan city based on the density of traffic. Keywords- Traffic Light Controller, Traffic flow control, Lab view I.INTRODUCTION In recent years, due to rapid increase in number of vehicles, traffic congestion has become a significant problem in many parts of the world. Due to this problem, there has been decrease in average velocity of the vehicles. People lose time, miss opportunities, and get frustrated. Traffic congestion directly impacts the companies. Due to this traffic congestions there is a loss of money, productivity from workers, trade opportunities are lost, delivery gets delayed, and thereby the costs goes on increasing. To solve these congestion problems, we have to build new facilities and establish latest infrastructure but at the same time make it smart. Expansion of roads and lanes is not possible all the times, but building intelligence into the roads and lanes with advanced technology is certainly possible. Hence, there is need for a better and efficient traffic control system. The different types of system used for solving traffic congestion problems are: 1. Fuzzy Expert System 2.Artificial Neural Network 3. An Intelligence Decision-making system for Urban Traffic-Control (IDUTC) The general structure of a fuzzy traffic lights control system contains two electromagnetic sensors placed on the road for each lane. The first sensor behind each traffic lights counts the number of cars passing the traffic lights, and the second sensor which is located behind the first sensor counts the number of cars coming to the intersection. The number of cars between the traffic lights is determined by the difference of the reading between the two sensors. This is in contrast to conventional control systems which place a proximity sensor at the front of each traffic light and can only sense the presence of a car waiting at the junction, not the number of cars waiting at the traffic. It is possible to design such system to overcome daily problems of traffic congestion using graphical programming language Lab VIEW. Among a variety of general purpose programming platforms National Instrument’s LabVIEW is widely used graphical code development environment which allows system level developers to perform rapid prototyping and testing. It is supported by a powerful and rich collection of pre written library functions and programming tools meant to accomplish various tasks related to user controlled applications for equipment interface, laboratory measurements, data visualization and analysis. II.DESIGN OBJECTIVE The traditional method for traffic control uses a fixed time controller. They have predefined cyclic time which schedules off-line on a central computer based on average traffic conditions. Present Traffic Light Controllers (TLC) are based on microcontroller and microprocessor. These TLC have limitations because it uses the pre-defined hardware, which is functioning according to the program that does not have the flexibility of modification on real time basis. Due to the fixed time intervals of green, orange and red signals the waiting time is more and car uses more fuel. The fixed time controller only detects the vehicles not count the number of vehicles. Due to this there is wastage of time by a green light for same time on a less congested road as compare to more congested road, as the time being wasted by the green light on the empty road. Some advanced Traffic Light Controllers are being designed using Fuzzy expert systems and artificial neural networks. Though they may be efficient in their working, they are not designer friendly and they can be easily hacked or manipulated by any one. So, to overcome the above disadvantages it is highly beneficial to design and implement Traffic Light Control system using Lab VIEW, a User friendly, Graphical programming Language. III. METHODOLOGY In this section, we concentrate on design of the traffic light using Lab view. Assuming a constant flow of traffic (as shown in the figure 1), four cases are discussed in this section. The methodology which we followed in the simulation model is clearly shown in Fig. 2. At any given instant of time, only traffic from one direction is allowed and 47 Global Journal of Advanced Engineering Technologies, Vol2-Issue2-2013 ISSN: 2277-6370 flow of traffic in remaining three directions is restricted. Here we are assuming a constant flow of traffic in all the directions. Case 1: Green light towards east direction is enabled, whereas red lights are enabled in north, south and west directions. Case 2: Green light towards north is enabled and red lights are enabled in remaining directions. Case 3: Ggreen light towards west is enabled and red lights are enabled in remaining directions. Case 4: Green light towards south is enabled and red lights are enabled in others. As we have assumed a constant flow of traffic in all the directions, a definite time interval is allotted for each case. Instead of constant time intervals to all the cases, variable time intervals can also be set depending on the real time situation. This cycle continues to repeat. IV HARDWARE This section explains about the Hardware components used for the project completion. Simple components are used in the design such as : NI USB 6009 and nine LEDs. This NI USB 6009 enables us to run the VI designed in LabVIEW practically. Figure2: Scheme followed The running of LEDs is programmed in such a way that Lane A Green light runs for 10 seconds, then the Yellow light of Lane A and B lanes simultaneously glow for 2 seconds then simultaneously Red , Green glow on Lanes A and B respectively. During this period Red lights glow on Lane C and D. The above mentioned cycle continues from Lane B to C, then from Lane C to D, then from Lane D to A. Thus the traffic light sequence continues. The time interval for each lane can be easily adjusted depending upon the ground requirement. The experiment model built is shown in Fig. 3. Figure1: Schematic of Four junction Traffic light Figure3: Experiment Model The NI USB 6009 has 12 digital lines on two ports, Port 0 has eight lines and Port 1 has four lines. All these ports can be individually programmed as Input or output lines. Here in this model we are using all the lines as output lines in order to drive 9 LEDs. V DESIGN OF VIRTUAL INSTRUMENT LabVIEW programs are called VIs (Virtual Instrument). This simulation model of Traffic Light is designed using Local Variables and Flat Sequence Structures. 48 Global Journal of Advanced Engineering Technologies, Vol2-Issue2-2013 ISSN: 2277-6370 Local variables: Local Variables provide a way to access front panel objects from several places in the Block diagram of a VI in instances where you can’t or don’t want to connect a wire to the objects terminal. In this model we have used 12 Local variables. The locals used in the program are shown in Fig. 4. Flat Sequence Structure: A Sequence structure is an ordered set of Frame that executes sequentially. A Sequence Structure executes frame 0, followed by frame 1, then frame 2, until the last frame executes. In this model we have used 8 Frames. The frame 0 of Stacked Sequence structure is shown in Fig. 5. Figure6: Front Panel of VI Figure4: Local Variables Figure5: Frame 0 in a stacked sequence V SIMULATION AND RESULTS The project so designed using the components discussed above and with VI for simulation is finally executed. The Front panel of this VI is shown in Fig. 6. A Simple traffic light controller for a four junction using LabVIEW is simulated and tested. The 12 local variables and 8 frames in a stacked sequence are executed and the results obtained are matching with the aim of the project. VI CONCLUSION An automatic Traffic control system is very important for traffic management in rapidly growing metropolitans and cosmopolitans. Though there are conventional methods that are still useful and relevant, LabVIEW based Traffic control system is relatively easier approach in operators point of view who operate the traffic control system because it is very easier to design, redesign, debug in LabVIEW as it is a Graphical Programming language. This model can also be extended to program the timers depending on density. Also this project can be extended to design Traffic control using an image processing techniques. The Design and implementation of a LabVIEW based Integrated Traffic Management system would be very useful and successful. REFERENCES 1. Travis, Kring “LabVIEW for Everyone: Graphical Programming Made Easy and Fun” Third Edition Pearson Education. 2. National Instruments Developer Zone http://zone.ni.com/devzone/cda/epd/p/id/6179 3. Pramod Krishnani, Dongun Sui, Chima Anyanwu “Automatic traffic light control system”, California State university, Sacramento, 2008. 4. Shilpa S. Chavan (Walke), Dr. R. S. Deshpande, J. G. Rana, “Design of Intelligent Traffic Light System”, Second International Conference on Emerging Trends in Engineering and Technology, ICETET-09 49
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