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Dissertations / Theses on the topic 'Traffic flow Signalized intersections'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Zheng, Jianyang. "Measuring signalized intersection performances with traffic sensors /." Thesis, Connect to this title online; UW restricted, 2008. http://hdl.handle.net/1773/10190.

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2

Tian, Jialin. "Field testing for automatic identification of turning movements at signalized intersections /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p1422971.

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3

Paulsen, Kirk Thomas. "Cyclists' Queue Discharge Characteristics at Signalized Intersections." Thesis, Portland State University, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10825478.

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<p> Wider bike facilities intuitively accommodate a greater number of cyclists in the same amount of time, but specific queue discharge characteristics associated with varying widths and/or types of bike facilities have not been thoroughly documented. </p><p> The focus of this research analyzed queues of cyclists at four signalized intersections in Portland, OR with varying widths on the approach and downstream intersection legs. A total of 2,820 cyclists within 630 groups of queued cyclists were observed at five different intersection layouts in Portland, Oregon. The layouts consisted of: a

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4

Kowdla, Smitha. "MODELING CRASH FREQUENCIES AT SIGNALIZED INTERSECTIONS IN CENTRAL FLOR." Master's thesis, University of Central Florida, 2004. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3836.

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A high percentage of highway crashes in the United States occur at intersections. These crashes result in property damage, lost productivity, injury, and even death. Identifying intersections associated with high crash rate is very important to minimize future crashes. The purpose of this study is to develop efficient means to evaluate intersections, which may require safety improvements. The area covered by the analysis in this thesis includes Orange and Seminole Counties and the City of Orlando. The aforementioned counties and city thus represent Central Florida. Each County/City provided da

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5

Sederlin, Michael. "Traffic State Estimation for Signalized Intersections : A Combined Gaussian Process Bayesian Filter Approach." Thesis, KTH, Transportplanering, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-284198.

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Traffic State Estimation (TSE) is a vital component in traffic control which requires an accurate viewof the current traffic situation. Since there is no full sensor coverage and the collected measurementsare inflicted with random noise, statistical estimation techniques are necessary to accomplish this.Common methods, which have been used in highway applications for several decades, are state-spacemodels in the form of Kalman Filters and Particle Filters. These methods are forms of BayesianFilters, and rely on transition models to describe the system dynamics, and observation models torelate

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6

Gao, Lijun. "Information Points and Optimal Discharging Speed: Effects on the Saturation Flow at Signalized Intersections." University of Toledo / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1430482821.

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7

Kothuri, Sirisha Murthy. "Exploring Pedestrian Responsive Traffic Signal Timing Strategies in Urban Areas." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1934.

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The role of walking in the development of healthy, livable communities is being increasingly recognized. In urban areas, intersections represent locations where different modes converge, and are often viewed as deterrents to walking. This is due to the unwarranted and often unnecessary delays imposed by signal timing policies for pedestrians and increased potential for conflicts. Traditional signal timing design prioritizes vehicles over pedestrians leading to undesirable consequences such as large delays and risky pedestrian behaviors. Pedestrians are accommodated in a manner that is designed

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8

Pham, Cao Van. "Signalized fuzzy logic for diamond interchanges incorporating with fuzzy ramp system : a thesis presented in partial fulfilment of the requirements for the degree of Master of Engineering in Mechatronics at Massey University, Auckland, New Zealand." Massey University, 2009. http://hdl.handle.net/10179/1126.

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New dynamic signal control methods such as fuzzy logic and artificial intelligence developed recently mainly focused on isolated intersection. In this study, a Fuzzy Logic Control for a Diamond Interchange incorporating with Fuzzy Ramp System (FLDI) has been developed. The signalization of two closely spaced intersections in a diamond interchange is a complicated problem that includes both increasing the diamond interchange capacity and reduce delays at the same time. The model comprises of three main modules. The Fuzzy Phase Timing module controls the current phase green time extension, the P

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9

Del, Mar Velarde Alberto Martín, and Palomino Inés Esluvia Vásquez. "Propuesta para la reducción del congestionamiento vehicular en las avenidas La Marina y Faustino Sánchez Carrión, desde la Av. Antonio José de Sucre hasta la Av. Gregorio Escobedo, mediante el uso del software Synchro 8." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/625953.

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La congestión vehicular se ha convertido en una constante en la vida citadina y Lima no es la excepción. Sin embargo, existen acciones que pueden ser implementadas para minimizar el tiempo que se pierde al circular por vías de alto tránsito, especialmente durante horas pico, como es el caso de la red constituida por las avenidas Faustino Sánchez Carrión. y La Marina, desde la Av. Gregorio Escobedo hasta la Av. Antonio José de Sucre. En ese contexto, el propósito del presente trabajo es brindar una alternativa de gestión de la oferta vial que contribuya con la optimización de los indicadores d

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10

Li, Pengfei. "Stochastic Methods for Dilemma Zone Protection at Signalized Intersections." Diss., Virginia Tech, 2009. http://hdl.handle.net/10919/28805.

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Dilemma zone (DZ), also called decision zone in other literature, is an area where drivers face an indecisiveness of stopping or crossing at the yellow onset. The DZ issue is a major reason for the crashes at high-speed signalized intersections. As a result, how to prevent approaching vehicles from being caught in the DZ is a widely concerning issue. In this dissertation, the author addressed several DZ-associated issues, including the new stochastic safety measure, namely dilemma hazard, that indicates the vehiclesâ changing unsafe levels when they are approaching intersections, the optimal

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11

Thompson, Samson Ray Riley. "Bicyclist Compliance at Signalized Intersections." PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2222.

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This project examined cyclist red light running behavior using two data sets. Previous studies of cyclist compliance have investigated the tendencies of cyclists to run red lights on the whole by generalizing different maneuvers to their end outcome, running a red light. This project differentiates between the different types of red light running and focuses on the most egregious case, gap acceptance, which is when a cyclist runs a red light by accepting a gap in opposing traffic. Using video data, a mathematical model of cyclist red light running was developed for gap acceptance. Similar to o

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12

Lee, Sunghoon. "Study on the relationship between left-turn traffic operations and safety at signalized intersections." Thesis, [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1911.

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13

Guo, Yi. "Connected and Automated Traffic Control at Signalized Intersections under Mixed-autonomy Environments." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1613752599541812.

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14

Madsen, Tanja Kidholm Osmann, and Harry Lahrmann. "Comparison of five bicycle facility designs in signalized intersections using traffic conflict studies." Elsevier, 2016. https://publish.fid-move.qucosa.de/id/qucosa%3A72764.

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The purpose of this study is to compare the safety of cyclists in five bicycle facility layouts in signalized intersections at various traffic volumes in order to assess if some layouts are better than others with regards to cyclist safety and to develop methods to facilitate this comparison. The five layouts included two full-length bicycle tracks with and without separate right-turning lane, two truncated bicycle tracks – one in which cyclists and right-turning vehicles merge in the right-turning lane, one continued into a narrow bicycle lane – and a recessed bicycle track. Using two differe

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15

Almonte, Valdivia Ana Maria. "Level-of-service and traffic safety relationship an exploratory analysis of signalized intersections and multilane high-speed arterial corridors /." Orlando, Fla. : University of Central Florida, 2009. http://purl.fcla.edu/fcla/etd/CFE0002615.

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Farley, William Robert. "An Analysis of Bicycle-Vehicle Interactions at Signalized Intersections with Bicycle Boxes." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1618.

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A before-and-after analysis was performed at eleven intersections where a bike box was installed in Portland, Oregon to explore the safety effects of the treatment. Video data were gathered prior to installation at 14 intersections where a bike box installation was planned by the Portland Bureau of Transportation. Cameras were set up to capture three full twenty-four hour days (72 hours) of data for each intersection from Tuesday through Thursday. Of the 14 original selected intersections, 11 intersections actually received the bike box treatment. Video data were again gathered for these inter

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17

Ala, Mani Venkat Sai Kumar. "Eco-Cooperative Adaptive Cruise Control at Signalized Intersections Considering Vehicle Queues." Thesis, Virginia Tech, 2016. http://hdl.handle.net/10919/78884.

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Traffic signals typically produce vehicle stops and thus increase vehicle fuel consumption levels. Vehicle stops produced by traffic signals, decrease vehicle fuel economy on arterial roads making it significantly lower than that on freeways. Eco-Cooperative Adaptive Cruise Control (Eco-CACC) systems can improve vehicle fuel efficiency by receiving Signal Phasing and Timing (SPaT) data form downstream signalized intersections via vehicle-to-infrastructure communication. The algorithm that was developed in an earlier study provides advisory speed recommendations to drivers to reduce vehicle fue

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18

Forbush, Taylor R. "Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development." BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2471.

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Currently there are several methods to measure the performance of surface streets, but their capabilities in dynamically estimating vehicle delay are limited. The objective of this research is to develop a method to automate traffic delay estimation in real-time using existing field traffic data collection technologies. This research has focused on method and algorithm development that can be applied to existing technologies. Two algorithms were developed to run automatically using Microsoft Excel and Visual Basic to calculate traffic delay from data collected from existing vehicle detection.

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Zohdy, Ismail Hisham. "Modeling Permissive Left-Turn Gap Acceptance Behavior at Signalized Intersections." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/35691.

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The research presented in this thesis, studies driver gap acceptance behavior for permissive left turn movements at signalized intersections. The thesis attempts to model the gap acceptance behavior using three different approaches, a deterministic statistical approach, a stochastic approach, and a psycho-physical approach. First, the deterministic statistical modeling approach is conducted using logistic regression to characterize the impact of a number of variables on driver gap acceptance behavior. The variables studied are the gap duration, the driverâ s wait time in search of an acceptab

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20

Yan, Xuedong. "SAFETY ISSUES OF RED-LIGHT RUNNING AND UNPROTECTED LEFT-TURN AT SIGNALIZED INTERSECTIONS." Doctoral diss., University of Central Florida, 2005. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3429.

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Crashes categorized as running red light or left turning are most likely to occur at signalized intersections and resulted in substantial severe injuries and property damages. This dissertation mainly focused on these two types of vehicle crashes and the research methodology involved several perspectives. To examine the overall characteristics of red-light running and left-turning crashes, firstly, this study applied 1999-2001 Florida traffic crash data to investigate the accident propensity of three aspects of risk factors related to traffic environments, driver characteristics, and vehicle t

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Kang, Youn-Soo. "Delay, Stop and Queue Estimation for Uniform and Random Traffic Arrivals at Fixed-Time Signalized Intersections." Diss., Virginia Tech, 2000. http://hdl.handle.net/10919/27030.

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With the introduction of different forms of adaptive and actuated signal control, there is a need for effective evaluation tools that can capture the intricacies of real-life applications. While the current state-of-the-art analytical procedures provide simple approaches for estimating delay, queue length and stops at signalized intersections, they are limited in scope. Alternatively, several microscopic simulation softwares are currently available for the evaluation of signalized intersections. The objective of this dissertation is fourfold. First, it evaluates the consistency, accuracy, limi

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22

Raavi, Venkata Suresh. "A Novel Approach to Dilemma Zone Problem for High Speed Signalized Intersections." University of Akron / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=akron1268252216.

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23

Camynta-Baezie, Gylbet. "Multi-class pseudo-dynamic traffic assignment in a signalized urban road network." Thesis, University of Newcastle Upon Tyne, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.313502.

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Ismail, Emad Abbas. "Highway intersections with alternative priority rules." Thesis, University of Bradford, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.277143.

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Mirabella, Jacob Allen. "Understanding Pedestrian and Bicyclist Compliance and Safety Impacts of Different Walk Modes at Signalized Intersections for a Livable Community." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4829.

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With increasing energy costs as well as rampant congestion in major U.S. cities, the popularity of walk and bike mode choices have increased in recent years. Thus, the obtainment of a comprehensive knowledge of pedestrian and bicyclist behaviors is of great importance. The National Highway Traffic Safety Administration estimates that 11.1%#37; of pedestrian fatalities and 18.5%#37; of bicyclist fatalities in the U.S. occurred in Florida in 2011, which accounts for just 6.1%#37; of the nation's population. Additionally, intersections are hotspots for vehicle-pedestrian conflicts, which is confi

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26

Tang, Hao. "Pre-signal study at an at-grade intersection with separate right-turn phase." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96484.

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Thesis (MScEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: Capacity waste happens when right-turn vehicles have right-of-way during a separate right-turn phase and lanes (e.g., through lanes) of the same approach of the intersection cannot discharge vehicles during that green phase. Right-turn traffic consumes the capacity which otherwise could be provided to through traffic movements at an at-grade signalized intersection. Therefore, it is widely considered that it would lower intersection capacity and increase total delay (Lin, Machemehl, Lee & Herman, 1984). The pre-signal

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Brahimi, Kouider. "Some factors relating to saturation flow at traffic signal-controlled intersections." Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.330123.

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Farzaneh, Mohamadreza. "Modeling Traffic Dispersion." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/29757.

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The dissertation studies traffic dispersion modeling in four parts. In the first part, the dissertation focuses on the Robertson platoon dispersion model which is the most widely used platoon dispersion model. The dissertation demonstrates the importance of the Yu and Van Aerde calibration procedure for the commonly accepted Robertson platoon dispersion model, which is implemented in the TRANSYT software. It demonstrates that the formulation results in an estimated downstream cyclic profile with a margin of error that increases as the size of the time step increases. In an attempt to address t

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Louisell, William. "A Framework and Analytical Methods for Evaluation of Preferential Treatment for Emergency and Transit Vehicles at Signalized Intersections." Diss., Virginia Tech, 2003. http://hdl.handle.net/10919/26820.

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Preferential treatments are employed to provide preemption for emergency vehicles (EV) and conditional priority for transit vehicles at signalized intersections. EV preemption employs technologies and signal control strategies seeking to reduce emergency vehicle crash potential and response times. Transit priority employs the same technologies with signal control strategies seeking to reduce travel time and travel time variability. Where both preemption and transit technologies are deployed, operational strategies deconflict simultaneous requests. Thus far, researchers have developed separate

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Almonte-Valdivia, Ana. "Level-of-Service and Traffic Safety Relationship: An Exploratory Analysis of Signalized Intersections and Multiland High-Speed Arterial Corridors." Master's thesis, University of Central Florida, 2009. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3372.

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Since its inception in 1965, the Level-of-Service (LOS) has proved to be an important and practical "quality of service" indicator for transportation facilities around the world, widely used in the transportation and planning fields. The LOS rates these facilities' traffic operating conditions through the following delay-based indicators (ordered from best to worst conditions): A, B, C, D, E and F. This LOS rating has its foundation on quantifiable measures of effectiveness (MOEs) and on road users' perceptions; altogether, these measures define a LOS based on acceptable traffic operating cond

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Keller, Joanne Marie. "ANALYSIS OF TYPE AND SEVERITY OF TRAFFIC CRASHES AT SIGNALIZED INTERSECTIONS USING TREE-BASED REGRESSION AND ORDERED PROBIT MODELS." Master's thesis, University of Central Florida, 2004. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4382.

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Many studies have shown that intersections are among the most dangerous locations of a roadway network. Therefore, there is a need to understand the factors that contribute to traffic crashes at such locations. One approach is to model crash occurrences based on configuration, geometric characteristics and traffic. Instead of combining all variables and crash types to create a single statistical model, this analysis created several models that address the different factors that affect crashes, by type of collision as well as injury level, at signalized intersections. The first objective was to

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Strehler, Martin [Verfasser], and Ekkehard [Akademischer Betreuer] Köhler. "Signalized flows - optimizing traffic signals and guideposts and related network flow problems / Martin Strehler. Betreuer: Ekkehard Köhler." Cottbus : Universitätsbibliothek der BTU Cottbus, 2012. http://d-nb.info/1020183357/34.

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Barnett, Joel Stephen. "On the Estimation of Volumes of Roadways: An Investigation of Stop-Controlled Minor Legs." PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2196.

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This effort seeks to answer the question; can a transferable model be developed from easily obtainable, publicly available land-use, census, roadway, and network data for the use in safety performance functions? 474 stop-controlled minor legs were used as the training data set using ordinary least squares regression. A best-fit model of maximum independent variables, n=12 was chosen using an exhaustive approach using Mallow's Cp to select the model with least bias in the predictors. The results of the analysis revealed that the combination of variables from Washington, Ohio, and North Carolina

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34

Andersen, Ole Johan. "How Case-based Reasoning can be used to predict and improve Traffic Flow in Urban Intersections." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for datateknikk og informasjonsvitenskap, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-20861.

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The traffic situation in urban areas has become a large problem over the recent years. Especially congestion during rush hours is becoming quite visible. Often, this can not be solved by simply building more roads, as most urban areas do not have the available physical space required. One way of solving these problems can be to focus on decreasing the number of vehicles. This can be done by increasing the amount of people traveling in each vehicle, or focusing on alternative transportation such as bicycle or public transport. Another way of utilising the existing infrastructure, is to improve

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Johnson, Todd Robert. "Safety at Half-Signal Intersections in Portland, Oregon." PDXScholar, 2015. http://pdxscholar.library.pdx.edu/open_access_etds/2200.

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The safety at half-signalized intersections in Portland, Oregon is analyzed in this thesis using 10 years of crash history and analysis of video that was collected at a subset of intersections. A half-signalized intersection has a standard red-yellow-green traffic signal for automobiles on the major road, a stop sign for motorists on the minor road, and a pedestrian signal with actuation for pedestrians and/or bicyclists on the minor road. Although prevalent in Canada, this type of intersection control is not typically found in the United States because the MUTCD explicitly prohibits its use.

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Navarro, Alexander. "An Analysis of the Protected-Permitted Left Turn at Intersections with a Varying Number of Opposing Through Lanes." Master's thesis, University of Central Florida, 2014. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/6328.

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The Flashing Yellow Arrow Left Turn signal is quickly becoming prominent in Central Florida as a new method of handling left turns at traffic signals. While the concept of a protected-permitted left turn is not groundbreaking, the departure from the typical display of a five-section signal head is, for this type of operation. The signal head introduced is a four-section head with a flashing yellow arrow between the yellow and green arrows. With this signal head quickly becoming the standard, there is a need to re-evaluate the operational characteristics of the left turning vehicle and advan

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Chuco, Betsi, Carlos Pérez, Manuel Silvera, and Fernando Campos. "A Geometric Design of Traffic-Light Roads Crossing Using the Continuous Flow Intersections Methodology to Reduce Points of Primary Conflicts Caused by Left Turns." Smart Innovation, Systems and Technologies, 2021. http://hdl.handle.net/10757/653834.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>The continuous flow intersections (CFI) increase the operational capacity of road systems with congestion problems, by using shared lanes located at the access points before the intersection. However, the CFI presents road safety risks that increase the likelihood of vehicle collision. This article proposes a geometric design composed of raised delineators at a traffic-light intersection, whose objective is to eliminate the points of primary co

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38

Hand, Troy S. "Self-organized traffic flows: a sequential conflict resolution approach." Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/49125.

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This thesis discusses the effect of sequential conflict resolution maneuvers of a continuous flow of agents through a finite control volume. Video analysis of real world traffic flows that exhibit self-organized capabilities is conducted to extract characteristics of those agents. A tool is created which stabilizes the input video and extracts motion from it using the background subtraction method. I discuss the tool in detail as I created it to be user friendly and easily modifiable for other uses. The aim of the video analysis I conduct is to determine characteristics of agents in self-organ

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Mercier, Magali. "Étude de différents aspects des EDP hyperboliques : persistance d’onde de choc dans la dynamique des fluides compressibles, modélisation du trafic routier, stabilité des lois de conservation scalaires." Thesis, Lyon 1, 2009. http://www.theses.fr/2009LYO10246/document.

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On étudie dans ce travail des systèmes de lois de conservation hyperboliques. La première partie étudie le temps d'existence des solutions régulières et régulières par morceaux de la dynamique des fluides compressibles. Après avoir présenté l'état de l'art en matière de solutions régulières, on montre une extension d'un théorème de Grassin à des gaz de Van der Waals. On étudie ensuite les solutions ondes de chocs : on poursuit l'approche de T. T. Li pour estimer leur temps d'existence dans le cas isentropique à symétrie sphérique, et l'approche de Whitham afin d'obtenir une équation approchée

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Cheng, Hoi-Kin, and 程凱健. "Microscopic Motorcycle Discharging Model at Mixed Traffic Flow Signalized Intersections." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/19411155276109533121.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>102<br>Mixed traffic flow is always a complicate topic in the field of transportation science. In Taiwan, the ratio of motorcycles to non-motorcycles is approximately 1:1, and in average number of every 1.5 people have a motorcycle. Therefore, the impact of motorcycle in traffic is significant enough to be considered. Unlike the Southeast Asian countries, the advanced countries rarely discuss the behavior of motorcycles on the study of traffic in the past. However, they mostly only study on road section, not intersection. In 1999, the government began to set up diff

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Zhang, Lin. "Signalized intersection level-of-service that accounts for user perceptions." 2004. http://proquest.umi.com/pqdweb?index=0&did=813790001&SrchMode=1&sid=2&Fmt=2&VInst=PROD&VType=PQD&RQT=309&VName=PQD&TS=1233964918&clientId=23440.

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Zhang, Lin 1956 Sept 25. "Signalized intersection level-of-service that accounts for user perceptions." Thesis, 2004. http://hdl.handle.net/10125/12118.

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Thesis (Ph. D.)--University of Hawaii at Manoa, 2004.<br>Includes bibliographical references (leaves 211-220).<br>Also available by subscription via World Wide Web<br>xviii, 220 leaves, bound ill. 29 cm

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Huang, Yu-Chieh, and 黃郁傑. "Discharging Time Estimation Models for the Mixed Traffic Flow at Signalized Intersections." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/77781507312513932289.

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碩士<br>國立交通大學<br>運輸與物流管理學系<br>103<br>The holding rate of motorcycle in Taiwan is very high, and the phenomenon of cars and motorcycles stopping is chaotic at signalized intersections. For improving the traffic problems effectively, we need to understand the characteristic of mixed traffic flow. In the previous studies, the capacity of an approach of a signalized intersection is estimated by the saturation flow rates. However, the discharging behavior of the mixed traffic is also affected by the stopping pattern of automobiles and motorcycles, and the traffic patterns are not identical for every

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Chen, Ming-shuo, and 陳名碩. "The Evaluation on Potential Risk of Signalized Intersections with Traffic Flow Conflict Model." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/32835590980340116165.

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Hsing-shenq, Hsieh, and 謝興盛. "Using Image Processing Technique for Measuring and Analyzing Traffic Flow Characteristics at Signalized Intersections." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/34795182985110467855.

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碩士<br>國立成功大學<br>交通管理(科學)學系<br>82<br>The traffic congestions at signalized intersections are recurrent; and it is the jammed condition that makes it difficult to separate one car from another. In order to solve this kind of problem, we collect the traffic flow data in an unconventional way, describing the characteristics of the traffic flows by analyzing the time-space diagram of platoons. In the aspect of photographing traffic flows, this study solves the problem of non-vert

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JIN, GING-SONG, and 金慶松. "A study on traffic characteristics and saturation flow left-sharing lane at signalized intersections." Thesis, 1987. http://ndltd.ncl.edu.tw/handle/16250134380720085474.

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劉力銘. "The Research of Departure Characteristics of Motorcycles in Mixed Traffic Flow at Signalized Intersections." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/nj3f7a.

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Abstract:

碩士<br>國立交通大學<br>交通運輸研究所<br>92<br>Riders have to mention the acceleration, deceleration and changes of the displacement directions of themselves when they enter the approach of general signalized intersections. Because there is no exact rule of moving direction on the middle of intersection, and the high mobility of motorcycles, and riders usually try to find the shortest path, motorcycles become the cause of the disorder on the intersections and approaches. The basic solution of this problem is to dredge the flow of motorcycles across the intersection smoothly. In this study, we proceed to ana

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YAN, SHANG-YAO, and 顏上堯. "A study on traffic operating characteristicis and capacity parameters at urban signalized intersections under mixed traffic flow conditions." Thesis, 1987. http://ndltd.ncl.edu.tw/handle/01892243119238796097.

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HE, MEI-YING, and 何美瑩. "A study of traffic delay model on the signalized intersections." Thesis, 1990. http://ndltd.ncl.edu.tw/handle/43716276246384090993.

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Fan, Kuo Mei, and 郭梅芬. "A study on model for estimate vechile delay at signalizde intersection under mixed traffic flow condition." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/60630388675555645755.

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