Articulated Low-Floor Intercity Coaches Pros and Cons
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Minibus Or Coach Module 4 Driver CPC Questions and Answers
Minibus or coach Module 4 Driver CPC questions and answers The Initial Driver CPC qualification was introduced into the bus and coach industry on September 10th 2008. Exactly one year before Driver CPC came into force for the commercial goods (HGV) industry (September 10th 2009). Part of acquiring the PCV Initial Driver CPC qualification means having to pass the module 4 examination. Module 4 is the practical associated knowledge test that is carried out at a DSA approved test centre. There is no driving required (suffice for the rolling brake check.) Students will need a DSA approved vehicle to demonstrate their answers. This test is all about scenarios a professional PCV driver may encounter in his or her working life. It includes PCV drivers legal obligations (vehicles checks, not overloading, pre-use checking), as well as checking for illegal immigrants, dealing with emergency situations etc. The Module 4 exam will last approximately 20-30 minutes and the DSA examiner will ask approximately 5-6 questions. To be successful you must attain at least 75% for each question and at least 80% overall. This post looks at the possible questions you may be given for your minibus or coach Driver CPC module 4 examination. If you need HGV Module 4 questions and answers we recommend your visit our Module 4 HGV Driver CPC page. Module 4 requires competence of skills and knowledge in the following areas. Carrying passengers with due regard for safety rules and proper vehicle use. Ensuring passenger, comfort, safety and security. Preventing criminality and trafficking of illegal immigrants Assessing emergency situations Preventing physical risk The following should be used as a guide only. -
CATA Assessment of Articulated Bus Utilization
(Page left intentionally blank) Table of Contents EXECUTIVE SUMMARY .......................................................................................................................................................... E-1 Literature Review ................................................................................................................................................................................................................E-1 Operating Environment Review ........................................................................................................................................................................................E-1 Peer Community and Best Practices Review...................................................................................................................................................................E-2 Review of Policies and Procedures and Service Recommendations ...........................................................................................................................E-2 1 LITERATURE REVIEW ........................................................................................................................................................... 1 1.1 Best Practices in Operations ..................................................................................................................................................................................... 1 1.1.1 Integration into the Existing Fleet .......................................................................................................................................................................................................... -
Chapter 2 Existing Conditions Summary
Final Report New Haven Hartford Springfield Commuter Rail Implementation Study 2 Existing Conditions Chapter 2 Existing Conditions Summary This chapter is a summary of the existing conditions report, necessary for comprehension of the remaining chapters. The entire report can be found in Appendix B of this report. 2.1 Existing Passenger Services on the Line The only existing passenger rail service on the Springfield Line is a regional service operated by Amtrak. Schedules for alternatives in Chapter 3 and the Recommended Action in Chapter 4 include current Amtrak service. Most Amtrak service on the line is shuttle trains, running between Springfield and New Haven, where they connect with other Amtrak Northeast Corridor trains. One round-trip train each day operates through the corridor to Boston to the north and Washington to the south. One round trip train each day operates to and from St. Albans, Vermont from New Haven. The trains also permit connections at New Haven with Amtrak’s Northeast Corridor (Washington to Boston) service, as well as Metro North service to New York, and Shore Line East local commuter service to New London. Departures are spread throughout the day, with trains typically operating at intervals of two to three hours. Springfield line services are designed as extensions of Amtrak’s Northeast Corridor service, and are not scheduled to serve local commuter trips (home to work trips). The Amtrak fare structure was substantially reduced in price since this study began. The original fare structure from November 2002 was shown in the existing conditions report, which can be found in Appendix B. -
Northeast Corridor Chase, Maryland January 4, 1987
PB88-916301 NATIONAL TRANSPORT SAFETY BOARD WASHINGTON, D.C. 20594 RAILROAD ACCIDENT REPORT REAR-END COLLISION OF AMTRAK PASSENGER TRAIN 94, THE COLONIAL AND CONSOLIDATED RAIL CORPORATION FREIGHT TRAIN ENS-121, ON THE NORTHEAST CORRIDOR CHASE, MARYLAND JANUARY 4, 1987 NTSB/RAR-88/01 UNITED STATES GOVERNMENT TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2.Government Accession No. 3.Recipient's Catalog No. NTSB/RAR-88/01 . PB88-916301 Title and Subtitle Railroad Accident Report^ 5-Report Date Rear-end Collision of'*Amtrak Passenger Train 949 the January 25, 1988 Colonial and Consolidated Rail Corporation Freight -Performing Organization Train ENS-121, on the Northeast Corridor, Code Chase, Maryland, January 4, 1987 -Performing Organization 7. "Author(s) ~~ Report No. Performing Organization Name and Address 10.Work Unit No. National Transportation Safety Board Bureau of Accident Investigation .Contract or Grant No. Washington, D.C. 20594 k3-Type of Report and Period Covered 12.Sponsoring Agency Name and Address Iroad Accident Report lanuary 4, 1987 NATIONAL TRANSPORTATION SAFETY BOARD Washington, D. C. 20594 1*+.Sponsoring Agency Code 15-Supplementary Notes 16 Abstract About 1:16 p.m., eastern standard time, on January 4, 1987, northbound Conrail train ENS -121 departed Bay View yard at Baltimore, Mary1 and, on track 1. The train consisted of three diesel-electric freight locomotive units, all under power and manned by an engineer and a brakeman. Almost simultaneously, northbound Amtrak train 94 departed Pennsylvania Station in Baltimore. Train 94 consisted of two electric locomotive units, nine coaches, and three food service cars. In addition to an engineer, conductor, and three assistant conductors, there were seven Amtrak service employees and about 660 passengers on the train. -
The Influence of Passenger Load, Driving Cycle, Fuel Price and Different
Transportation https://doi.org/10.1007/s11116-018-9925-0 The infuence of passenger load, driving cycle, fuel price and diferent types of buses on the cost of transport service in the BRT system in Curitiba, Brazil Dennis Dreier1 · Semida Silveira1 · Dilip Khatiwada1 · Keiko V. O. Fonseca2 · Rafael Nieweglowski3 · Renan Schepanski3 © The Author(s) 2018 Abstract This study analyses the infuence of passenger load, driving cycle, fuel price and four diferent types of buses on the cost of transport service for one bus rapid transit (BRT) route in Curitiba, Brazil. First, the energy use is estimated for diferent passenger loads and driving cycles for a conventional bi-articulated bus (ConvBi), a hybrid-electric two- axle bus (HybTw), a hybrid-electric articulated bus (HybAr) and a plug-in hybrid-electric two-axle bus (PlugTw). Then, the fuel cost and uncertainty are estimated considering the fuel price trends in the past. Based on this and additional cost data, replacement scenarios for the currently operated ConvBi feet are determined using a techno-economic optimisa- tion model. The lowest fuel cost ranges for the passenger load are estimated for PlugTw amounting to (0.198–0.289) USD/km, followed by (0.255–0.315) USD/km for HybTw, (0.298–0.375) USD/km for HybAr and (0.552–0.809) USD/km for ConvBi. In contrast, C the coefcient of variation ( v ) of the combined standard uncertainty is the highest for C PlugTw ( v : 15–17%) due to stronger sensitivity to varying bus driver behaviour, whereas C it is the least for ConvBi ( v : 8%). -
Bi-Articulated Bi-Articulated
Bi-articulated Bus AGG 300 Handbuch_121x175_Doppel-Gelenkbus_en.indd 1 22.11.16 12:14 OMSI 2 Bi-articulated bus AGG 300 Developed by: Darius Bode Manual: Darius Bode, Aerosoft OMSI 2 Bi-articulated bus AGG 300 Manual Copyright: © 2016 / Aerosoft GmbH Airport Paderborn/Lippstadt D-33142 Bueren, Germany Tel: +49 (0) 29 55 / 76 03-10 Fax: +49 (0) 29 55 / 76 03-33 E-Mail: [email protected] Internet: www.aerosoft.de Add-on for www.aerosoft.com All trademarks and brand names are trademarks or registered of their respective owners. All rights reserved. OMSI 2 - The Omnibus simulator 2 3 Aerosoft GmbH 2016 OMSI 2 Bi-articulated bus AGG 300 Inhalt Introduction ...............................................................6 Bi-articulated AGG 300 and city bus A 330 ................. 6 Vehicle operation ......................................................8 Dashboard .................................................................. 8 Window console ....................................................... 10 Control lights ............................................................ 11 Main information display ........................................... 12 Ticket printer ............................................................. 13 Door controls ............................................................ 16 Stop display .............................................................. 16 Level control .............................................................. 16 Lights, energy-save and schoolbus function ............... 17 Air conditioning -
Totaltrack Holds the Line for Action Distribution Warehouse
Top Transport Vehicle Manufacturer Uses Intelligent Video to Prevent Intrusion and Scrap Metal Theft ioimage intelligent-video system installed to upgrade existing indoor and outdoor security at the Merkavim Merkavim Metal Works Ltd. Description: Transport & Bus Manufacturer founded in 1946 Cesarea Plant Employees: Approx. 300 Produces: Entire range of mini-buses, low-floor and articulated The theft and removal of items low-floor city buses, inter-city buses, tourist coaches, armored from outdoor sites that store and prisoner buses and other specialized passenger transport materials and equipment for solutions. Central Distribution Center: Production facility, covering over manufacturing and building 100,000 sqm, is located in Central Israel construction is becoming more widespread. Most often the damage far exceeded The assembly plant is located in the street or scrap value of the items an area that is surrounded by Worldwide equipment and scrap stolen farmland and open field areas. metal theft is costing billions of dollars and there are few ways Merkavim found that thieves were Thieves can easily scale to prevent these crimes or catch taking parts from busses and doing landscape walls and commercial these criminals. considerable damage in the process. wrought iron fences that protect Most often the damage far exceeded the the site. Just beyond the semi- The common reasons for the street or scrap value of the items stolen. decorative fences are access outbreak is an inability to watch On several occasions component steel roads, main streets and rail lines over expansive areas, absence used for manufacturing was stolen by that provide thieves access to the of security, or patchy traditional scrap metal thieves from the outdoor property as well as offer a means security that is too labor storage areas. -
Reservations PUBLISHED Overview 30 March 2015.Xlsx
Reservation Country Domestic day train 1st Class 2nd Class Comments Information compulsory € 8,50 n.a. on board only; free newspaper WESTbahn trains possible n.a. € 5,00 via www.westbahn.at Austria ÖBB trains possible € 3,00 online / € 3,50 € 3,00 online / € 3,50 free wifi on rj-trains ÖBB Intercitybus Graz-Klagenfurt recommended € 3,00 online / € 3,50 € 3,00 online / € 3,50 first class includes drinks supplement per single journey. Can be bought in the station, in the train or online: Belgium to/from Brussels National Airport no reservation € 5,00 € 5,00 www.belgianrail.be Bosnia- Regional trains compulsory € 1,50 € 1,50 price depends on distance Herzegovina (ZRS) Bulgaria Express trains compulsory € 0,25 € 0,25 IC Zagreb - Osijek/Varazdin compulsory € 1,00 € 1,00 Croatia ICN Zagreb - Split compulsory € 1,00 € 1,00 IC/EC (domestic journeys) recommended € 2,00 € 2,00 Czech Republic SC SuperCity compulsory € 8,00 € 8,00 includes newspaper and catering in 1st class Denmark InterCity / InterCity Lyn recommended € 4,00 € 4,00 InterCity recommended € 1,84 to €5,63 € 1,36 to € 4,17 Finland price depends on distance Pendolino recommended € 3,55 to € 6,79 € 2,63 to € 5,03 France TGV and Intercités compulsory € 9 to € 18 € 9 to € 18 FYR Macedonia IC 540/541 Skopje-Bitola compulsory € 0,50 € 0,50 EC/IC/ICE possible € 4,50 € 4,50 ICE Sprinter compulsory € 11,50 € 11,50 includes newspapers Germany EC 54/55 Berlin-Gdansk-Gdynia compulsory € 4,50 € 4,50 Berlin-Warszawa Express compulsory € 4,50 € 4,50 Great Britain Long distance trains possible Free Free Greece Inter City compulsory € 7,10 to € 20,30 € 7,10 to € 20,30 price depends on distance EC (domestic jouneys) compulsory € 3,00 € 3,00 Hungary IC compulsory € 3,00 € 3,00 when purchased in Hungary, price may depend on pre-sales and currency exchange rate Ireland IC possible n/a € 5,00 reservations can be made online @ www.irishrail.ie Frecciarossa, Frecciargento, → all compulsory and optional reservations for passholders can be purchased via Trenitalia at compulsory € 10,00 € 10,00 Frecciabianca "Global Pass" fare. -
Mass Limits for Three-Axle Buses Discussion Paper June 2018
Mass limits for three-axle buses Discussion paper June 2018 Mass limits for three-axle buses: Discussion paper June 2018 1 Report outline Title Mass limits for three-axle buses Type of report Discussion paper Purpose For public consultation Abstract This paper investigates whether there is a need to increase the mass limits that apply to three-axle buses to accommodate the current number of passengers that such buses may carry. It also assesses the implications of a potential increase in three-axle bus mass limits. The paper addresses project options, industry impact, risks and benefits. It is based on research and stakeholder engagement with states and territories, industry. Submission Any individual or organisation can make a submission to the NTC. details Submissions will be accepted until 24 July 2018 online at www.ntc.gov.au, via Twitter or LinkedIn or by mail to: Chief Executive Officer National Transport Commission Level 3/600 Bourke Street Melbourne VIC 30000 Where possible, please provide evidence, such as data and documents, to support your position. We publish all submissions online, unless you request us not to. The Freedom of Information Act 1982 (Cwlth) applies to the NTC. Key words Three-axle, bus, mass, loading, capacity, coach, tourist bus, tourism, passengers, baggage allowance, double decker, articulated bus Contact National Transport Commission Level 3/600 Bourke Street Melbourne VIC 3000 (03) 9236 5000 [email protected] www.ntc.gov.au Mass limits for three-axle buses: Discussion paper June 2018 2 Contents Report -
Transit Capacity and Quality of Service Manual (Part B)
7UDQVLW&DSDFLW\DQG4XDOLW\RI6HUYLFH0DQXDO PART 2 BUS TRANSIT CAPACITY CONTENTS 1. BUS CAPACITY BASICS ....................................................................................... 2-1 Overview..................................................................................................................... 2-1 Definitions............................................................................................................... 2-1 Types of Bus Facilities and Service ............................................................................ 2-3 Factors Influencing Bus Capacity ............................................................................... 2-5 Vehicle Capacity..................................................................................................... 2-5 Person Capacity..................................................................................................... 2-13 Fundamental Capacity Calculations .......................................................................... 2-15 Vehicle Capacity................................................................................................... 2-15 Person Capacity..................................................................................................... 2-22 Planning Applications ............................................................................................... 2-23 2. OPERATING ISSUES............................................................................................ 2-25 Introduction.............................................................................................................. -
Intercity High-Speed Railway Systems • Economic Growth and Increased Employment
Low Carbon Green Growth Roadmap for Asia and the Pacific FACT SHEET If designed well, high-speed railway systems contribute towards: • Improved air quality and lower greenhouse gas emissions4 Intercity high-speed railway systems • Economic growth and increased employment Challenges to using high-speed railway High-speed railway explained • Estimating annual ridership during feasibility stage analysis (and thus returns, including greenhouse gas Definitions of a high-speed railway system vary, but a common one is a rail system designed for maximum train reduction) can be difficult, especially when developments in other transportation modes (air and auto speeds that exceed 200 km per hour for upgraded tracks and 250 km per hour for new tracks. High-speed rail is mobile) are uncertain generally used for intercity transport rather than urban transport. • High investment costs for buying the needed land and building the lines and trains • Long period of construction time and for reaping payback Performance, evaluated Limitations Capacity Approximately 1,000 persons per vehicle. Double-decker trains • High-speed rail lines, once built, are very inflexible. Corridors to be developed must be heavily studied to increase the capacity but also increase drag, and thus increase the determine if the return is likely to be eco-efficient. amount of energy needed. • Increasing train speed requires considerably more electricity. If power is sourced from polluting technologies and/or if load factors are low, high-speed rail can actually exacerbate rather than mitigate Geographical range There is no limit in expanding the line, as long as the demand is high. Generally, high-speed rail can compete with airplane trips of greenhouse gas emissions. -
Why Some Airport-Rail Links Get Built and Others Do Not: the Role of Institutions, Equity and Financing
Why some airport-rail links get built and others do not: the role of institutions, equity and financing by Julia Nickel S.M. in Engineering Systems- Massachusetts Institute of Technology, 2010 Vordiplom in Wirtschaftsingenieurwesen- Universität Karlsruhe, 2007 Submitted to the Department of Political Science in partial fulfillment of the requirements for the degree of Master of Science in Political Science at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY February 2011 © Massachusetts Institute of Technology 2011. All rights reserved. Author . Department of Political Science October 12, 2010 Certified by . Kenneth Oye Associate Professor of Political Science Thesis Supervisor Accepted by . Roger Peterson Arthur and Ruth Sloan Professor of Political Science Chair, Graduate Program Committee 1 Why some airport-rail links get built and others do not: the role of institutions, equity and financing by Julia Nickel Submitted to the Department of Political Science On October 12, 2010, in partial fulfillment of the Requirements for the Degree of Master of Science in Political Science Abstract The thesis seeks to provide an understanding of reasons for different outcomes of airport ground access projects. Five in-depth case studies (Hongkong, Tokyo-Narita, London- Heathrow, Chicago- O’Hare and Paris-Charles de Gaulle) and eight smaller case studies (Kuala Lumpur, Seoul, Shanghai-Pudong, Bangkok, Beijing, Rome- Fiumicino, Istanbul-Atatürk and Munich- Franz Josef Strauss) are conducted. The thesis builds on existing literature that compares airport-rail links by explicitly considering the influence of the institutional environment of an airport on its ground access situation and by paying special attention to recently opened dedicated airport expresses in Asia.