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IRJET-To Study Current Traffic Scenario in Metrocity and Finding Technically & Economically Feasible Solution on it
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 05 | May -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 52 TO STUDY CURRENT TRAFFIC SCENARIO IN METROCITY AND FINDING TECHNICALLY & ECONOMICALLY FEASIBLE SOLUTION ON IT R. P. Wade1, P. N. Dange2, S. D. Gadganje3, H. S. Nikam4, R. S. Thakare5 1 Professor, Department of Civil Engineering, ABMSP’s APCOER, Pune, Maharashtra, India 2,3,4,5, Student of B.E., Department of Civil Engineering , ABMSP’s APCOER, Pune, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract -Vehicular Traffic is a matterofgrowingconcern in cities. Growing population, urbanization and higher standards of living has led to vehicles that are more private on road and lesser use of public transport. This in turnhasled to an increase in road traffic. Pollution, accidents etc. are a direct effect of increase in road traffic. Intelligent Transportation Systems (ITS) aims at providing prompt, safe and comfortable traffic service for drivers. There is need for smart traffic management system, which issuitableforIndian traffic situation. For this, we are going to maintain speed range and from this make green signal timing in coordinated manner. So one can pass each intersection without stoppage and also one should follow the speed range which is going to be provided on that route. In this era of artificial intelligence, an intelligent traffic signal is necessary. This can be achieved if signals can predict the traffic flow, since traffic flow can be dependent on a number of factors such as seasons, day of week, time of day, occasions, accidents, direction of flow, type of road, region, weather conditions etc. In this paper, an attempt has been made to use historical data as one of the important parameters to predict the traffic flow at an intersection. The historical data and live traffic data at an intersection is fuzzified to predict the traffic flow at a particular junction, which then, is fed to provide optimum green, signaling in all directions of the intersection by maintaining a constant speed range. The optimum green timing when set at all the intersection reduces the delay at the intersection and offers better results than pre-timed and actuated method of traffic timing control. Key Words: Intelligent Transportation Systems (ITS)1, Traffic flow2, optimum green signaling3, intersection4, Actuated method5. 1. INTRODUCTION Traffic congestion is a global issue. It is a growing matter of concern as it leads to a number of economic and environmental problems. In many countries like Australia, Bangladesh, Brazil, China traffic duringpeak hoursisusually very congested. Australians rely mainly on radio and television to obtain current traffic information. GPS, webcams, and online resources are increasingly being used to monitor and relay traffic conditions to motorists. Traffic jams have become intolerable in Dhaka.Peoplelosevaluable working hours as well as the automobiles' costly fuel every day. São Paulo in Brazil has the world's worst daily traffic jams. According to reports from the Companhia de Engenharia de Tráfego, thecity'strafficmanagementagency, the historical congestion record was set on June 1, 2012, with 295 kilometers (183 mi) of cumulative queues around the city during the evening rush hour. The worstaffected are the developing countries wherein the sudden rise in launching of low budget vehicles in addition to newer banking reforms for providing easy installments for purchase of vehicles has increased the number of car buyers multifold which has outpaced the highway construction. India too has seen a rise in vehicles on road. The traffic in cities like Delhi, Hyderabad, Mumbai, Bangalore & Pune are getting worst day by day. India has become the new favorite of global automakers like Nissan, Renault, Toyota and Ford, with each of them planning to launch newer models in the near future. This rise in vehicles with no equivalentplanning or automation of roads has made India one of the countries with the worst traffic jams. Research in Traffic Engineering has attracted engineers from different fields like Civil, Electronics & Computer Science. The planning of roads to using electronic devices like sensors, detectors and feeding intelligence to the systems have been areas of wideresearch for engineers to address this major issue of the society. Intelligent Transportation System (ITS) is a set of applications aimed at providing innovative services relating to different modes of transport and traffic management and enables various users to be better informed and make safer, more coordinated, and smarter use of transport networks. ITS brings significant improvementintransportationsystem performance, including reduced I-2 congestion and increased safety and traveler convenience. Japan,Singapore, and South Korea are the global leaders in ITS deployment. The Advanced Traffic Management System (ATMS) is a primary subfield within the ITS that integrates technology for improving the flow of traffic and safety. Some of ATMS functional area includes Real Time Traffic monitoring, Incident monitoring, Traffic signal monitoring and control, Arterial Management etc. Lack of awareness & implementation of ITS in developing countries have worsened the traffic scenario. The nature of traffic flow is dependent on a number of characteristics which includes density, speed and traffic volume and natural factorssuchas time of day, weekday, weekend, weather conditions and the area/location under consideration. The inherent stochastic nature of traffic flow makes it difficult to predict the traffic flow mathematically. However, a traffic policeman at an intersection can predict the flow easily. Thisisbecauseof his
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 05 | May -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 53 knowledge about the intersection and a variety of other natural factors that affect the flow of traffic. Historical data plays a significant role in determining the traffic flow.Traffic flow though random in nature does follow a pattern. The historical data helps to understandthetraffic flow withinthe city, which is a variable, based on the time of day, weekday/weekend, holiday/working day/festivals, area, weather condition etc. This data if captured can be used to effectively determine the traffic flow. 1.1 STUDY AREA We have selected site for our project, which is from Pune station to Wadia College of engineering which is 1.1 km, consist of 5 signal. Pune is second largest city in Maharashtra and ninth most populous city in the country. As per census 2011, population was 3124458 and in 2016 it is estimated to be 5,926,606[5.9 million] Vehicular/Road Statistics of Pune City is as follows [Reference: Express News Service 30 July 2015] – 2-Wheelers : 2,152,911 – 3-Wheelers : 47,554 – 4-Wheelers :4,57,698 – The frequency 110-130 vehicles per minute have been observed on internal roads. There is a need felt to improve the traffic control at junctions. PMC also plans to install sensors in city roads for Intelligent Traffic Control. This project is an effort to provide better traffic control. Fig -1 Plan of Site 2. METHODOLOGY Our methodology of this project is to preliminary survey for obtaining various traffic data such as volume. The fieldwork and survey identify and notify the landslide. First, we are going to study basic parameters of traffic system. After we have selected site for our project, which is from Punestation to Wadia College of engineering which is 1.1 km, consist of 5 signal. Then calculating trafficflowofselectedroutebyusing video photography for five days, 12 hr. per day. After calculating traffic flow, calculate traffic parameters like density, speed, headway etc. For our pre decided route the average speed calculation by observation. We are going to design signal by Webster methodbyprovidinga speedrange in between 35 km/hr. to 45km/hr. to reach the next signal. From this design, optimum green signal and fix, the next signal timing. 3. RESEARCH PAPER Study of Techniques for Intelligent Traffic Control System. Review paper by Nishant Bastian, Ayush Kanodia, Praveen Kumar Sharma, 2015. Fromthecompleteliteraturesurvey,it can be concluded that no matter whatever methodology is being employed by the author, the focus is to use a precise and correct segmentation technique many technique has been developed to make traffic light intelligent. Image processing has done a major contribution in this field by making the traffic light take decision on a real time basis. Even after so many techniques, problem is still facedwhenit comes to congestion and probleminimageacquisition.Many times, there are certain noises, which can distort the images the images, leading to wrong decision by the traffic light. Design of Intelligent Traffic Control System Based on ARM, Review paper by: Ashwini Dakhole,MrunaliniMoonet,2013. In this paper, we have studiedtheoptimizationoftrafficlight controller in a city using ARM7 and micro controller. The ARM7 based traffic control system works on traffic related problems such as jams, unreasonable latency time of stoppage of vehicle emergency vehicle forcibly passing, etc. can be solved the system has several benefit such as simple structure, high reliability, low cost, good real –time, easy installation and maintenance so on. By using this system configuration, we try to reduce the possibilities of traffic jams caused by traffic light. The number ofpassingvehicle in the fix time slot on the road decide the density road range of traffic and on the basis of vehicle density calculation micro controller decide the traffic light delays. 4. EXPERIMENTAL WORK In our selected route, we collected the various data regarding traffic. From this, we designing signal one-way
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 05 | May -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 54 route such as to allow traffic flow without getting red signal. For this, we have to maintain speed range in between 35 km/hr. to 45 km/hr. In our videography we come to know that morning, 9 am-10 am is peak hour and more traffic as compare to the evening 7 pm-8 pm peak hour, so inall signal design we concerned with morning peak hour. First, we are going to study basic parameters of traffic system. After we have selected site for our project, which is from Pune station to Wadia College of engineering which is 1.1 km, consist of five signals. Then calculated traffic flow of selected route by using video photography for five days, 12 hr. per day. After calculating traffic flow, calculate traffic parameters like density, speed, headway etc. For our pre decided route the average speed calculation by observation. We are going to design signal by arithmetic means by providing a speed range in between 35 km/hr to 45km/hr to reach the next signal. From this design optimum green signal and fix the next signal timing. 4.1 Fixing of signal timing for S2 signal If group of vehicle pass from S1 signal at speed range in between 35 km/hour to 45 km/hour, it will reach the S2 signal in, = 9.72 m/sec = = 12.5 m/sec Distance from S1 to S2 is 400m, At 35 km/hour, Time taken to cover distance = t = d/s = 400/9.72 = 41.15 sec At 45 km/hour, Time taken to cover distance = t = d/s = 400/12.5 = 32sec Therefore, average of time taken to reach the S2 signal at speed of 35 km/hour & 45 km/hour is 40 sec. Therefore, from above it is concludedthat,greentimingofS2 (A) should fix after 40 sec of green signal S1 (A) so to pass the group of vehicle without stopping. Therefore fixing of all signal timing in same manner. Signal designed by Webster method and timing of signal fixed so as vehicle can pass without stoppage. 5. CONCLUSIONS Due to revise signal arrangement once get green signal at any crossing it will get green signal for processing signal which will helps to save time and petrol. Traffic Flow Prediction and Signal timing optimization methodproposed in this project has proved to reduce delaysatanintersection. A traffic sensor was developed for predicting the traffic flow and optimizing the green timing. Coordinated Signal Timings along an arterial can reduce delays further. Future work will be to create a system that can control and coordinate the signal timings alonganarterial.Tomakesuch arrangement be generally spends a money on infrastructure such as flyovers and under ways its cost near about 225 to 250Cr. This development signal system its developmentand installment cost is very cheap as compare to infrastructure and under ways project cost. It will be beneficial for environment pollution control. In this, develop system chances of accident are reduce. 6. REFERENCES [1] Richard M. Ingale, Bryan D. Williams, Nazemeh Sobhi, (1994).Paper on An Advance Traffic Management System Simulator For Intelligent Vehicle-Highway. [2] Ashwini Dakhole, Mrunalini Moonet, (2013).Paper on Design of Intelligent Traffic Control System Based on ARM. [3] Ninad Lanke, Shital Koul et. (2013), Smart Traffic Management System K. Elissa. [4] Javed Alam, Prof. M. K. Pande et. (2014), Paper on Advance Traffic Light System Based On Congestion Estimation using fuzzy logic. [5] P. M. Xavier, Raju Nedunchezhian et. 2014. Paper on A Comparative Study On Road Traffic Management System. [6] S.V. Viraktmath, PriyamvadaHolkar, Priyanka v. Narayankar, Jayashri Pujari et. 2015, Paper on Adaptive Inatelligent Traffic Control System using PLC. [7] Nishant Bastian, Ayush Kanodia, Praveen Kumar Sharma et. (2015), Techniques for Intelligent Traffic Control System. [8] Bhupendra Singh, Ankit Gupta et.(2015), Paper on Journal Of Transport Literature.
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