Academic literature on the topic 'Rail transit facilities'

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Journal articles on the topic "Rail transit facilities"

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Dickins, Ian S. J. "Park and ride facilities on light rail transit systems." Transportation 18, no. 1 (1991): 23–36. http://dx.doi.org/10.1007/bf00150557.

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Li, Xiao Hong, Wan Di Zhang, Feng Chen, and Zhi Qiang Li. "Analysis of Rail Transit Station Passenger Capacity Based on System Dynamics." Applied Mechanics and Materials 409-410 (September 2013): 1277–86. http://dx.doi.org/10.4028/www.scientific.net/amm.409-410.1277.

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Passenger capacity of rail transit station is not only the basis of station design and passenger flow organization, but also an important factor to ensure safety operation of rail transit. This paper analyzes urban rail transit station from the perspective of system, and discusses the coordination and feedback relationships of passenger flow distribution between different facilities. By analyzing the law of the passenger flow, a system dynamics simulation model is established with the system dynamics software, Stella, and the limits of passenger capacity of Beijing Dongdan station is calculated under different conditions. These results provide bases for the management of transit operation.
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Sun, Xiao Nian, Yuan Yuan Mai, and Xian Guang Wang. "The Structural Equation Model for Public Evaluation of the Transfer Efficiency of Rail Transit P&R Facilities." Applied Mechanics and Materials 368-370 (August 2013): 2027–33. http://dx.doi.org/10.4028/www.scientific.net/amm.368-370.2027.

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The public participation in evaluating the rail transit P&R facilities is beneficial for enhancing the objectivity of the evaluation and reflecting the social equity to the greatest degree, so that the decision-making can be more people-oriented. Based on the analysis of the P&R travelling features of sedan cars and the transfer facilities service level, this paper, from the perspective of the public evaluation, makes a structural equation model which shows the evaluation of sedan car travelers toward the transfer efficiency of rail transit P&R facilities and elaborates the identification, fitting, correction and applications of the model.
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Xu, Xiaodong, Guangbin Wang, Dongping Cao, and Zhujing Zhang. "BIM Adoption for Facility Management in Urban Rail Transit: An Innovation Diffusion Theory Perspective." Advances in Civil Engineering 2020 (December 9, 2020): 1–12. http://dx.doi.org/10.1155/2020/8864221.

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Although building information modeling (BIM) has demonstrated to be an effective tool for the construction of urban rail transit worldwide, it has not gained the same popularity in the facility management (FM) of urban rail transit. The objective of this study is to investigate the BIM application areas for FM in urban rail transit from an innovation diffusion theory perspective, in order to gain efficient operation and maintenance (O&M) in urban rail transit. A total of 18 BIM application areas were first identified through semistructured interviews. A questionnaire survey was then conducted to further quantitatively characterize the relative advantage, ease of use, trialability, observability, and compatibility of these areas. Statistical analysis of the survey results provided evidence that, currently, BIM application areas directly related with facilities and equipment are most likely to be adopted. Correlation analysis further indicates that the perceived innovation diffusion characteristics of these BIM application areas significantly correlate with the development level of urban rail transit in different regions. The findings contribute to a broadened understanding of the complex innovation diffusion process of BIM for FM in urban rail transit and provide insights into how BIM can be more effectively adopted in the domain.
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Wu, Shi Mei, and Yu Long Pei. "NL Model on Traffic Mode Split among High-Density Town Cluster." Advanced Engineering Forum 5 (July 2012): 99–104. http://dx.doi.org/10.4028/www.scientific.net/aef.5.99.

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With urbanization process acceleration in China, traffic travel among cities becomes increasing, and traffic mode split is the key link of traffic passenger flow forecast among cities. In this paper, the concept of high-density town cluster was proposed to analyze the characteristics of development, population composition, and traffic facilities among high-density town cluster. Based on applicability analysis of aggregate model and disaggregate model, survey content of revealed preference (RP) and stared preference (SP), and traffic mode hierarchical division according to average speed, then NL disaggregate model among high-density town cluster was constructed. NL model which was parameter calibrated and validated with DongGuan citizen travel investigation data in 2009 was used to analyze the trend of traffic mode split. The result shows that high-density town cluster, such as DongGuan, are establishing a three-dimensional travel mode set, including high-speed rail, intercity rail, suburban rail, urban rail transit, intercity express bus, car, taxi, and common public transport. With the network of multi-mode rail transit further improving, ratio on choosing the traffic mode of multi-mode rail transit, such as high-speed rail, intercity rail, suburban rail, urban rail transit, increases dramatically.
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Dai, Peng, and Yan Yue. "The Analysis of Development and Utilization along the Rail Transit in Qingdao Economic and Technological Development Zone." Applied Mechanics and Materials 204-208 (October 2012): 1777–81. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1777.

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With the rail transit project planning and construction in Qingdao, the citizen’s lives will be profoundly influenced. Rail transit will not only promote the urban lands along the railway further development, but also assemble a large number of commercial, financial and office facilities. This essay, based on the investigation of the present development and construction of the central business district along Changjiang Road in Qingdao Economic and Technological Development Zone(Qingdao ETDZ),analyzes the current land use within 500 meters on both sides of the planned railway, and the present commercial status in rail-affected area as well as investment intentions of those potential investors, discusses the form of commercial presence along the rail transit, and then predicts the further development of the central business in Qingdao ETDZ.
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Li, Zhi Juan. "Evacuation Time of the Facilities in Rail Transit Study and Simulation." Applied Mechanics and Materials 409-410 (September 2013): 1137–40. http://dx.doi.org/10.4028/www.scientific.net/amm.409-410.1137.

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Urban rail transit is one of the important transportation means. Passenger evacuation capacity of subway station is importance for rail operation safety. This article studied the time variation about different numbers of evacuated people under the different stairs width. And it forced on the variation of the evacuation time under different stair widths. By considering the mutual repulsion between pedestrian and wall, and among pedestrians, the article used the anylogic simulation software to simulate and got the evacuation time under different stair-width. When down-stair width is beyond by 3.5m, down-stair-width increasing is unobvious to shorten the evacuation time. Finally, the article explains differences between two results by comparing analysis of simulation results and calculation results.
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Yildirim, Yalcin, and Diane Jones Allen. "Station facilities and noise assessment: A multilevel analysis on light rail train stations." Noise Control Engineering Journal 69, no. 4 (July 1, 2021): 364–72. http://dx.doi.org/10.3397/1/376933.

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Noise is one of the most frequent consequences of traffic. Public transportation systems, such as the Dallas Area Rapid Transit (DART) authority provides various modes of transportation. Even though the availability of commuting service for the public is a boon to communities, mass transit systems are potential sources of excessive sound levels in daily urban life. This article examines the nexus between the transit station facilities of light rail train (LRT) stations and noise implications at both station and neighborhood scales by studying selected LRT stations. A multilevel linear analysis was conducted to understand the degree of train station amenities and neighborhood characteristics that affect sound levels. Using a type II sound pressure level (SPL)meter, sound measurements were obtained during the weekdays and weekends over several weeks. Upon examining the station amenities, and built environment and sociodemographic characteristics of the neighborhood, findings of this comprehensive research reveal significant implications for sound levels. Stations with ticket vending machines and informative message boards include a higher degree of significance on SPLs, while shelters, crew rooms, bike lockers, restrooms, and windshields are significantly and negatively associated with the noise levels. Additionally, neighborhoods with dense roads, higher speed limits, more neighborhood facilities, and a higher number of transit routes have an increased likelihood of noise levels. Recommendations include creating transformative policies for implementation, and approaches addressing noise for transit authorities, transportation engineers, and planners are presented. Planning and engineering aspects of comfort, aesthetics, safety, and public health, as train stations are daily use spaces for commuters and surrounding communities, should also be considered.
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Tennyson, Edson L. "Analysis of Metro-Link Performance in Saint Louis, Missouri." Transportation Research Record: Journal of the Transportation Research Board 1930, no. 1 (January 2005): 68–78. http://dx.doi.org/10.1177/0361198105193000109.

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In 1946 St. Louis Public Service Company, Missouri, the eighth largest transit system in the United States, was a highly respected metropolitan operation. In 1993 the St. Louis transit system was no longer among the 30 largest systems. The precipitous decline paralleled a 61% decline in the city of St. Louis population, offset by only modest suburban population growth. In an effort to restore transit viability to the St. Louis metropolitan area, an 18-mi light rail transit line was inaugurated in 1993. Using abandoned railroad facilities, including a downtown tunnel and Mississippi River bridge, the new light rail line connected Lambert Airport in Missouri with East St. Louis, Illinois. The results were immediate and positive. Patronage exceeded comfortable car capacity. More cars were acquired. Voters in Illinois and Missouri approved funding to expand light rail 17 mi into Illinois and 8 mi into suburban Missouri. Transit use increased 40%. Light rail carried 49% of the region's transit passenger miles in only 25% of the area. The cost of service slowed its inexorable rise as light rail moved people for 25 cents per passenger mile, down from 51 cents by bus in 1993. With fewer trunk lines and more feeder routes, bus service costs increased to 80 cents per passenger mile. Casualties declined significantly. St. Louis again has a functional transit system.
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Zhang, Xu, Xiaoxing Liu, Jianqin Hang, Dengbao Yao, and Guangping Shi. "Do Urban Rail Transit Facilities Affect Housing Prices? Evidence from China." Sustainability 8, no. 4 (April 18, 2016): 380. http://dx.doi.org/10.3390/su8040380.

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Books on the topic "Rail transit facilities"

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ULI/UMTA Policy Forum on Joint Development of Rail Transit Facilities (1986 Washington, D.C.). ULI-UMTA Policy Forum on Joint Development of Rail Transit Facilities: June 11-12, 1986. [Washington, D.C.]: Urban Land Institute, 1987.

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American Association of State Highway and Transportation Officials. Guide for geometric design of transit facilities on highways and streets. Washington, DC: American Association of State Highway and Transportation Officials, 2014.

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Dickins, Ian. Park & ride facilities on light rail transit systems and their implications for the U.K. West Midlands: Second report -August 1989. Birmingham: Birmingham Polytechnic, Department of Planning and Landscape, 1989.

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New Mexico. Department of Transportation. New Mexico 2025 statewide multimodal transportation plan: Maintaining and improving infrastructure to communities, businesses, airports and rail facilities for personal vehicles, transit, and commercial trucks and the citizens of New Mexico. Santa Fe, N.M: The Dept., 2004.

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Office, General Accounting. Air pollution: EPA should improve oversight of emissions reporting by large facilities : report to the Ranking Minority Member, Committee on Government Reform, House of Representatives. Washington, D.C. (P.O. Box 37050, Washington 20013): U.S. General Accounting Office, 2001.

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Transit Intermodal Facilities Rail Systems, Commuter Rail Major Activity Center Circulation Systems, Light Rail, Ferry Systems & Rail Maintenance. Transportation Research Board, 1999.

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Institute, Uli &. Urban Land. Uli/Umta Policy Forum on Joint Development of Rail Transit Facilities: June 11-12, 1986. Urban Land Institute, 1987.

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National Research Council (U.S.) Transportation Research Board. Transit : Intermodal Transfer Facilities and Ferry Transportation; Commuter Rail; Light Rail and Major Activity Center Circulation Systems; Capacity and Quality of Service (Transportation research record, 1955). Transportation Research Board, 2006.

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Book chapters on the topic "Rail transit facilities"

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Du, Cheng xin, Jun hua Zhao, Ming Zhang, Zhi fei Wang, and Chao Zhou. "Research on the Process Control for the Acceptance of Urban Rail Transit Equipment and Facilities." In Lecture Notes in Electrical Engineering, 537–46. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2914-6_50.

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A. Lloyd, Stephen, Luke L.B.D. Lloyd, and W. J. Atteridge. "Hydrogen as a Rail Mass Transit Fuel." In Railway Transport Planning and Management [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.99553.

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There is a continually growing need for mass transport and along with customer desire for greater comfort and speed, its consumption of energy will grow faster still. The fiscal cost of energy plus global warming has spurred efficiency improvement and thoughts now concentrate on fuels. In the UK for major lines for trains, this is electricity generated in a benign fashion in large facilities nominally remote from the train and track. Electric trains tend to be lighter, hence more efficient and demand less maintenance than their diesel counterpart. Similar arguments, including pollution emissions apply to city mass transit systems. For medium density and lower density routes, whether fuel cells or the next generation of IC or GT engines are employed, hydrogen is a prime energy candidate and here we examine its feed, production, distribution, and application, including generator location. Hydrogen from steam hydrocarbon reformers have even been installed in ships. Other countries have similar desires to those of the UK, including Saudi Arabia, but their problems are different and outline examples from Australia and Saudi Arabia are included.
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Levine, Jonathan, Joe Grengs, and Louis A. Merlin. "The Special Case of Public-Transport Accessibility." In From Mobility to Accessibility, 86–100. Cornell University Press, 2019. http://dx.doi.org/10.7591/cornell/9781501716072.003.0006.

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This chapter addresses how public transport plays a special role in accessibility. Like driving, biking, or walking, its first job is to provide the mobility that allows travelers to reach their destinations. However, public transport differs from other modes in its capacity to boost proximity indirectly; it can bring origins and destinations closer together to shape land-use development toward higher proximity. These proximity impacts operate at both local and regional scales. When public transport enables large and concentrated downtowns to thrive, or when it facilitates metropolitan compactness overall, it is supporting a regional accessibility benefit that accrues to transit users and nonusers alike. Public transport also differs from other modes in that measuring its accessibility involves a series of technical challenges that planners and public officials must confront when they seek to extend the accessibility shift to the transit context. The chapter then considers the special challenges of public-transport accessibility measurement and then demonstrates one application of such measurement: the assessment of bus versus rail transportation deployments for their respective contributions to metropolitan accessibility.
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Conference papers on the topic "Rail transit facilities"

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Zhang, Hanning, and Jifeng Xu. "On the color design strategy of urban rail transit facilities." In 2018 IEEE International Conference on Applied System Innovation (ICASI). IEEE, 2018. http://dx.doi.org/10.1109/icasi.2018.8394409.

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Li, Xinchuan, Kunpeng Zhang, and Lu Hu. "Width design of circulation facilities in urban rail transit station." In 2017 IEEE Symposium Series on Computational Intelligence (SSCI). IEEE, 2017. http://dx.doi.org/10.1109/ssci.2017.8280838.

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Liu, Yi, and Shihao Li. "Reasonable Site Selection of Urban Rail Transit Park-and-Ride Facilities." In Fifth International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479384.334.

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Berman, Michael, and Quentin P. Williams. "Corrosion Control of Modern Light Rail Transit (LRT) Systems." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2207.

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Since the introduction of electrified transit systems in the United States there has been a number of advancements in the field of corrosion control related to light rail transit (LRT) systems. Modern day direct current (dc) powered LRT systems have been designed with a variety of corrosion control features built-in. Most of the research into corrosion control and the mitigation of stray currents known as electrolysis in the early days of electrified transit systems first appeared extensively in papers prepared and presented by personnel of the National Bureau of Standards. This research has led to better protection against corrosion of transit systems and nearby structures throughout the years. Due to the ever increasing number of transit systems being built or upgraded, it’s essential to incorporate the installation, testing and monitoring of corrosion control measures in these transit systems. By integrating these corrosion control features into the design of LRT systems and subsystems, it will help to prevent premature corrosion failures on LRT fixed facilities and other structures. This paper identifies the main causes of corrosion and how corrosion control can be implemented into the design of LRT systems to prevent damage to the transit system and other structures.
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Chen Suhua, Zhang Xiaojun, and Zhang Ning. "Notice of Retraction: Pedestrian flow's research of vertical walking facilities in urban rail transit." In 2010 IEEE International Conference on Advanced Management Science (ICAMS). IEEE, 2010. http://dx.doi.org/10.1109/icams.2010.5552893.

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Taraszkiewicz, Marcin N. "Mid-Life Structural Assessment of Transit Rail Cars at WMATA." In ASME/IEEE 2002 Joint Rail Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/rtd2002-1644.

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The Washington Metropolitan Area Transit Authority (WMATA) contracted with Booz Allen Hamilton to conduct a non-destructive structural assessment of the 2000 and 3000 series rapid transit rail cars. The main goals of the assessment were to identify any significant changes that have occurred to key elements of the car body structure since their date of manufacture and to confirm that no significant and obvious structural deterioration or damage exists. The methodology behind selecting a small representative sample of cars is discussed as an introduction to this work. The paper then discusses the process by which several critical areas were selected for non-destructive inspection. One of the biggest challenges in successfully completing this project was not interfering with WMATA’s fleet operating requirements. The use of WMATA facilities had to be coordinated to create minimum interference with WMATA’s daily maintenance activities. Also, the inspection work had to be planned in such a way as to minimize the amount of vehicle component disassembly in order to return the vehicle to revenue service as soon as possible. The inspections produced valuable results regarding the construction and condition of these cars. The structural welds of the car appear to have performed satisfactorily through the operational life of the cars to date without any significant deterioration. Some corrosion was noted in the door opening areas of the cars, particularly at the door thresholds. The findings of this report will be used to target specific areas of the car during the upcoming mid-life rehabilitation project.
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Lee, Hohsing. "Precast Segmental Aerial Guideway for Honolulu Rail Transit Corridor Project." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0283.

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<p>The Honolulu Rail Transit Project (HRTP) includes the design, construction and operation of a 20- mile grade-separated fixed guideway transit system in Honolulu, Hawaii. The alignment of the project will travel through densely developed areas, over Interstate highways, streams, or existing streets. The majority of the guideway will be elevated to avoid any conflicts with the existing facilities and utilities. Honolulu Authority Regional Transit (HART) retained AECOM to perform the design of the 5.2-mile Airport Segment and 3.9-mile the City Center Segment of HRTP. Precast concrete segmental box girders erected using span-by-span with an overhead launching gantry were proposed to accommodate a 30.6-ft-wide dual track. The paper describes the background and status of the project and provides an insight of key design considerations and approaches, cost-effective structural arrangement for the precast concrete segmental elevated guideway.</p>
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Yang, Li-li, Hong-fei Jia, and Zhi-cai Juan. "Reliability Measurement and Evaluation of Pedestrian Facilities for Emergency Evacuation in Urban Rail Transit Terminal." In First International Conference on Transportation Information and Safety (ICTIS). Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41177(415)285.

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Kim, Doyoon, Young Park, Sang Bin Lee, and Hosung Jung. "Implementation of a network-based online monitoring system for substation power facilities in Urban Rail Transit." In INTELEC 2009 - 2009 International Telecommunications Energy Conference. IEEE, 2009. http://dx.doi.org/10.1109/intlec.2009.5352090.

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Powell, Warren B., Belgacem Bouzaiene-Ayari, Clark Cheng, Ricardo Fiorillo, Sourav Das, and Coleman Lawrence. "Strategic, Tactical and Real-Time Planning of Locomotives at Norfolk Southern Using Approximate Dynamic Programming." In 2012 Joint Rail Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/jrc2012-74187.

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Locomotive planning has been a popular application of classical optimization models for decades, but with very few success stories. There are a host of complex rules governing how locomotives should be used. In addition, it is necessary to simultaneously manage locomotive inventories by balancing the need for holding power against the need for power at other yards. At the same time, we have to plan the need to return foreign power, and move power to maintenance facilities for scheduled FRA appointments. An additional complication arises as a result of the high level of uncertainty in transit times and delays due to yard processing, and as a result we may have to plan additional inventories in order to move outbound trains on time despite inbound delays. We describe a novel modeling and algorithmic strategy known as approximate dynamic programming, which can also be described as a form of “optimizing simulator” which uses feedback learning to plan locomotive movements in a way that closely mimics how humans plan real-world operations. This strategy can be used for strategic and tactical planning, and can also be adapted to real-time operations. We describe the strategy, and summarize experiences at Norfolk Southern with a strategic planning system.
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Reports on the topic "Rail transit facilities"

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Kodupuganti, Swapneel R., Sonu Mathew, and Srinivas S. Pulugurtha. Modeling Operational Performance of Urban Roads with Heterogeneous Traffic Conditions. Mineta Transportation Institute, January 2021. http://dx.doi.org/10.31979/mti.2021.1802.

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The rapid growth in population and related demand for travel during the past few decades has had a catalytic effect on traffic congestion, air quality, and safety in many urban areas. Transportation managers and planners have planned for new facilities to cater to the needs of users of alternative modes of transportation (e.g., public transportation, walking, and bicycling) over the next decade. However, there are no widely accepted methods, nor there is enough evidence to justify whether such plans are instrumental in improving mobility of the transportation system. Therefore, this project researches the operational performance of urban roads with heterogeneous traffic conditions to improve the mobility and reliability of people and goods. A 4-mile stretch of the Blue Line light rail transit (LRT) extension, which connects Old Concord Rd and the University of North Carolina at Charlotte’s main campus on N Tryon St in Charlotte, North Carolina, was considered for travel time reliability analysis. The influence of crosswalks, sidewalks, trails, greenways, on-street bicycle lanes, bus/LRT routes and stops/stations, and street network characteristics on travel time reliability were comprehensively considered from a multimodal perspective. Likewise, a 2.5-mile-long section of the Blue Line LRT extension, which connects University City Blvd and Mallard Creek Church Rd on N Tryon St in Charlotte, North Carolina, was considered for simulation-based operational analysis. Vissim traffic simulation software was used to compute and compare delay, queue length, and maximum queue length at nine intersections to evaluate the influence of vehicles, LRT, pedestrians, and bicyclists, individually and/or combined. The statistical significance of variations in travel time reliability were particularly less in the case of links on N Tryon St with the Blue Line LRT extension. However, a decrease in travel time reliability on some links was observed on the parallel route (I-85) and cross-streets. While a decrease in vehicle delay on northbound and southbound approaches of N Tryon St was observed in most cases after the LRT is in operation, the cross-streets of N Tryon St incurred a relatively higher increase in delay after the LRT is in operation. The current pedestrian and bicycling activity levels seemed insignificant to have an influence on vehicle delay at intersections. The methodological approaches from this research can be used to assess the performance of a transportation facility and identify remedial solutions from a multimodal perspective.
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