Innovative Technologies for Light Rail and Tram: a European Reference Resource
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Dual Rated Speeds Escalator in Rapid Transit System with Extended Ramping Up and Down KC Gan, LF Cai, SC Cheah, Hadi Wijaya, Melvyn Thong Land Transport Authority, Singapore Keywords: Dual rated speeds, automatic switching, rapid transit system, acceleration, ramping up, ramping down, vibration, jerkiness. Abstract. To cater for different needs of escalator operating speeds in rapid transit systems (i.e. higher rated speed of 0.75m/s during peak hours is for effective discharging of passengers while slower rated speed of 0.50m/s during off-peak hours is for elderly passengers), we have introduced the dual rated speed escalator. Conventionally, the switching between 2 rated speeds can be done either manually through a key switch or automatically when no passengers are detected on the escalators at pre-set timing. However, there is a possibility of not being able to change speed if there are constant passengers coming into the rapid transit station, taking the escalators. Therefore, this shortcoming will be overcome by setting up a schedule timetable to do the safe switching of escalator rated speeds with passengers riding on the escalators with extended ramping up and down without comprising any safety requirements. This paper presents the case studies conducted on an existing station where a performance–based approach was adopted. The timing for the speed ramping up/down between the 2 rated speeds has been increased to 30 seconds in order to reduce the acceleration which results in minimizing the acceleration (vibration) and the rate of change of this acceleration (jerk). The objective is to ensure that the passenger’s perception are imperceptible and do not experience any abnormal and sudden change of vibration and jerk during the switching of dual rated speeds with extended ramping up and down. -
US 15-501 Major Investment Study
EXECUTIVE SUMMARY I. INTRODUCTION A. Background This document presents a summary of the US 15-501 Phase II Major Investment Study (MIS), focusing on the selection of a preferred transit alignment, transit technology and decisions made by the Study’s Policy Oversight Committee. This document serves as a companion to the Phase II Major Investment Study report, which describes the process and recommendations in more detail. In the US 15-501 Phase I MIS, reasonable and feasible transit/highway alternative combinations and a general level of investment have been identified. The Phase II MIS focuses on a refined transit alternative analysis, including more detailed engineering studies and additional public involvement input. B. Study Area Context US 15-501 is primary north-south highway route in North Carolina, extending from the Virginia State line south to the South Carolina State line. Within the Triangle region, US 15-501 is a four- to six-lane expressway connecting the Town of Chapel Hill and the City of Durham, with major interchanges at NC 54 and Franklin Street in Chapel Hill; and at I- 40, US 15-501 Business, NC 147 (Durham Freeway), and I-85 in Durham. The Phase II MIS Study Area has been refined to include areas adjacent to Corridor “A” from the Phase I Study. Exhibit ES-1 illustrates the study area for this phase of the project. C. Project History In 1993-1994, the City of Durham, the Town of Chapel Hill, NCDOT, and private property owners in the US 15-501 corridor participated in the US 15-501 Corridor Study which focused on identifying areas of congestion and methods to improve mobility within the corridor. -
Innovative Technologies for the Public Transportation in the Urban Mobility Plan of Padova
© 2002 WIT Press, Ashurst Lodge, Southampton, SO40 7AA, UK. All rights reserved. Web: www.witpress.com Email [email protected] Paper from: Urban Transport VIII, LJ Sucharov and CA Brebbia (Editors). ISBN 1-85312-905-4 Innovative technologies for the public transportation in the Urban Mobility Plan of Padova M. Andriollol, G. Del Torchio2, G. Martinelli3, A. Morini3 & A. TorteIla3 *Department of Electrotechnics, Milan Polytechnic, Italy 2APS - Azienda Padova Servizi Spa, Padova, Italy 3Department of Electrical Engineering, Padova Universi@, Italy Abstract The reorganization of Padova public transportation system, established in the Urban Mobility Plan, aims at the development of three main lines along the north-south, east-west e north-souttieast directions. The choice of advanced intermediate capacity rubber-tyred transport systems with guided running mode seems to be particularly suitable for Padova town planning, due to their favorable technical and economical characteristics. In fact their supply and traction systems ensure low air and noise emissions, while the inherent flexibility related to both the guidance and the supply modes allows efficient operation even in presence of other vehicles or obstacles along the critical route sections of the lines. Moreover the supply flexibility makes the lines easily compatible with historical-architectural structures, At present the fist line is getting into construction and it is expected it will be put into operation by autumn 2003. 1 Introduction Nowadays the need of urban mobility is satisfied by using various transportation systerns with different characteristics and performances according to different utilization demands. In Tab. 1 some data are reported, with reference to conventional transportation systems (bus, tram, light rail metro, conventional metro). -
Comparison Between Bus Rapid Transit and Light-Rail Transit Systems: a Multi-Criteria Decision Analysis Approach
Urban Transport XXIII 143 COMPARISON BETWEEN BUS RAPID TRANSIT AND LIGHT-RAIL TRANSIT SYSTEMS: A MULTI-CRITERIA DECISION ANALYSIS APPROACH MARÍA EUGENIA LÓPEZ LAMBAS1, NADIA GIUFFRIDA2, MATTEO IGNACCOLO2 & GIUSEPPE INTURRI2 1TRANSyT, Transport Research Centre, Universidad Politécnica de Madrid, Spain 2Department of Civil Engineering and Architecture (DICAR), University of Catania, Italy ABSTRACT The construction choice between two different transport systems in urban areas, as in the case of Light-Rail Transit (LRT) and Bus Rapid Transit (BRT) solutions, is often performed on the basis of cost-benefit analysis and geometrical constraints due to the available space for the infrastructure. Classical economic analysis techniques are often unable to take into account some of the non-monetary parameters which have a huge impact on the final result of the choice, since they often include social acceptance and sustainability aspects. The application of Multi-Criteria Decision Analysis (MCDA) techniques can aid decision makers in the selection process, with the possibility to compare non-homogeneous criteria, both qualitative and quantitative, and allowing the generation of an objective ranking of the different alternatives. The coupling of MCDA and Geographic Information System (GIS) environments also permits an easier and faster analysis of spatial parameters, and a clearer representation of indicator comparisons. Based on these assumptions, a LRT and BRT system will be analysed according to their own transportation, economic, social and environmental impacts as a hypothetical exercise; moreover, through the use of MCDA techniques a global score for both systems will be determined, in order to allow for a fully comprehensive comparison. Keywords: BHLS, urban transport, transit systems, TOPSIS. -
FREQUENTLY ASKED QUESTIONS and the MYTHS of TRACKLESS TRAMS January 2020 by Marie Verschuer Prepared As a Supplement of Sbenrc 1.62 Sustainable Centres for Tomorrow
FREQUENTLY ASKED QUESTIONS AND THE MYTHS OF TRACKLESS TRAMS January 2020 By Marie Verschuer Prepared as a supplement of SBEnrc 1.62 Sustainable Centres for Tomorrow PURPOSE The following list of frequently asked questions have been compiled to assist those interested in Trackless Trams better understand the advantages and limitation of the technology and the areas where further research is needed. Information has been sourced from manufacturers, literature review and from study tours conducted in 2018 and 2019 to view and evaluate the emergent and latest technology suited to the provision of mid-tier prioritised public transit. This FAQ document is ancillary to the reports and case studies prepared as part of the SBNRC 1.62 Sustainable Centres for Tomorrow research project. FREQUENTLY ASKED QUESTIONS 1. What is a trackless tram (TT)? A trackless tram is a rubber tyred, high capacity vehicle suited to a corridor transit system equivalent to light rail. The vehicle in its design and internal layout is more closely aligned to a tram or light rail vehicle than to a bus as it has six innovations from High Speed Rail that have been transferred across. It travels in a dedicated corridor and should have signal priority to ensure smooth running free of traffic congestion. It is a smooth ride quality as it has sensors that anticipate bumps in the road so the vehicle adjusts its rail-like bogeys. It is a quiet electric vehicle with batteries on the roof. It has wide doors typically 2 per carriage, one each side. Boarding is from all doors adjacent to the platform. -
Study on Medium Capacity Transit System Project in Metro Manila, the Republic of the Philippines
Study on Economic Partnership Projects in Developing Countries in FY2014 Study on Medium Capacity Transit System Project in Metro Manila, The Republic of The Philippines Final Report February 2015 Prepared for: Ministry of Economy, Trade and Industry Ernst & Young ShinNihon LLC Japan External Trade Organization Prepared by: TOSTEMS, Inc. Oriental Consultants Global Co., Ltd. Mitsubishi Heavy Industries, Ltd. Japan Transportation Planning Association Reproduction Prohibited Preface This report shows the result of “Study on Economic Partnership Projects in Developing Countries in FY2014” prepared by the study group of TOSTEMS, Inc., Oriental Consultants Global Co., Ltd., Mitsubishi Heavy Industries, Ltd. and Japan Transportation Planning Association for Ministry of Economy, Trade and Industry. This study “Study on Medium Capacity Transit System Project in Metro Manila, The Republic of The Philippines” was conducted to examine the feasibility of the project which construct the medium capacity transit system to approximately 18km route from Sta. Mesa area through Mandaluyong City, Ortigas CBD and reach to Taytay City with project cost of 150 billion Yen. The project aim to reduce traffic congestion, strengthen the east-west axis by installing track-guided transport system and form the railway network with connecting existing and planning lines. We hope this study will contribute to the project implementation, and will become helpful for the relevant parties. February 2015 TOSTEMS, Inc. Oriental Consultants Global Co., Ltd. Mitsubishi Heavy -
Passenger Rail Primer
Passenger Rail Primer Thurston Passenger Rail Workgroup November 2005 Passenger Rail Characteristics This document is intended as a primer introducing and familiarizing the reader with the basic definitions of passenger rail and providing a comparison of common transit services in 2005. It was developed to facilitate a discussion of passenger rail and other transit options in the Thurston Region, in preparation of a regional rail plan. In the next section, Passenger Rail Overview, the fundamental characteristics of light rail, commuter rail and intercity rail are covered. Complementary and Alternative Transit Options (primarily common bus transit choices) provides a wider transit context within which the passenger rail modes coordinate and compete. After investigating transit options individually, they are compared and contrasted in a chart of their characteristics, Summarizing the Continuum of Services. Other Rail Transit Technologies provides a brief overview of less extensively used rail options and the Appendices provide additional details and information. Additional resources the reader may want to consult include: • The American Public Transportation Association (APTA) website at www.apta.com • The Victoria Transportation Policy Institute (VTPI) website at www.vtpi.org • Bureau of Transportation Statistics (BTS) website at www.bts.gov Passenger Rail Overview Introduction Passenger rail modes may be distinguished from one another based on a variety of characteristics – level of service, technology, right-of-way and operations. These characteristics are discussed in more detail in the other sections of this chapter. Like other transit services, however, in the most basic sense passenger rail modes break down by three distinct geographies – local, regional, and statewide or interstate. -
French Light Rail
NEW FRENCH LIGHT RAIL SYSTEMS IN THE TWENTYFIRST CENTURY (Twentyone tramways, five tram-trains, five rubber-tyred tramways and one metro) -------------- by Graham Jellett Light Rail Transit Association Website: www.lrta.org Email: graham at jellett.plus.com Mobile: 07758087389 NEW TRAMWAYS, TRAM-TRAINS and METRO IN FRANCE from 2000 to 2017 Inner Urban Opening Inner Urban Opening Conurbation Population Year Conurbation Population Year STEEL WHEEL TRAMWAYS TRAM-TRAINS 1. Montpellier 264,538 2000 1. Paris T4 2,243,833 2006 2. Orléans 114,185 2000 2. Lyon 491,268 2010 3. Lyon 491,268 2000 3. Mulhouse 110,351 2010 4. Bordeaux 239,399 2003 4. Nantes 287,845 2011 5. Mulhouse 110,351 2006 5. Paris T11 2,243,833 2017 6. Valenciennes 43,471 2006 RUBBER-TYRED “TRAMWAYS” 7. Paris T3 2,243,833 2006 8. Marseille 850,636 2007 1. Nancy * 105,382 2001 9. Le Mans 143,240 2007 2. Caen * 108,793 2002 10. Nice 344,064 2007 3. Clermont- 140,597 2006 11. Toulouse 447,340 2010 Ferrand 12. Reims 180,752 2011 4. Paris T5 2,243,833 2013 13. Angers 148,803 2011 5. Paris T6 2,243,833 2014 14. Brest 140,547 2012 METRO 15. Dijon 151,504 2012 1. Rennes 208,033 2002 16. Le Havre 174,156 2012 (driverless) 17. Tours 134,633 2013 18. Paris T7 2,243,833 2013 Tramways, tram-trains and metros 19. Besançon 115,879 2014 are all electrically powered 20. Aubagne 45,800 2014 * Nancy and Caen trams also have 21. -