The Application of Derails
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Relative Train Length and the Infrastructure Required to Mitigate Delays from Operating Combinations of Normal and Over-Length F
Original Article Proc IMechE Part F: J Rail and Rapid Transit 0(0) 1–12 Relative train length and the ! IMechE 2018 Article reuse guidelines: infrastructure required to mitigate sagepub.com/journals-permissions DOI: 10.1177/0954409718809204 delays from operating combinations journals.sagepub.com/home/pif of normal and over-length freight trains on single-track railway lines in North America C Tyler Dick , Ivan Atanassov, F Bradford Kippen III and Darkhan Mussanov Abstract Distributed power locomotives have facilitated longer heavy-haul freight trains that improve the efficiency of railway operations. In North America, where the majority of mainlines are single track, the potential operational and economic advantages of long trains are limited by the inadequate length of many existing passing sidings (passing loops). To alleviate the challenge of operating trains that exceed the length of passing sidings, railways preserve the mainline capacity by extending passing sidings. However, industry practitioners rarely optimize the extent of infrastructure investment for the volume of over-length train traffic on a particular route. This paper investigates how different combinations of normal and over-length trains, and their relative lengths, relate to the number of siding extensions necessary to mitigate the delay performance of over-length train operation on a single-track rail corridor. The experiments used Rail Traffic Controller simulation software to determine train delay for various combinations of short and long train lengths under different directional distributions of a given daily railcar throughput volume. Simulation results suggest a relationship between the ratio of train lengths and the infrastructure expansion required to eliminate the delay introduced by operating over- length trains on the initial route. -
C&O Has Good Ideas In
Siding thrown over to locate main track signal between main and siding C & 0 Has Good Ideas in CTC Sheet-metal houses not only at switches but also at interme diate signals and use of hold-out signals are features of this project. Well organized construction requires no work trains. TO INCREASE TRACK CAPAC portant freight line. Numerous Windsor, Ont., and Blenheim, Ont. ITY, facilitate train movements industries , including large, automo Previously no signaling was in and reduce operating expenses, the bile factories, are located at Plym service on the single track between Chesapeake & Ohio has installed outh , Flint and Saginaw. Also the Plymouth and Kearsley interlock centralized traffic control on 55 Plymouth-Saginaw section is part ing at Flint. Two tracks extend miles of single-track between Plym of an important route to and from north from Plymouth 1.0 mile to a outh, Mich., and Mount Morris, Ludington, Mich., which is the port power switch which is included in Mich. This project connects with for C&O car ferries, operated all the new CTC. At Wixom there are CTC previously in service on 24 year, across Lake Michigan to and two sidings with power switches miles between Mt. Morris and from Wisconsin ports of Milwau included in the CTC. Other sidings Saginaw, Mich., the entire 79 miles kee, Manitowoc and Kewaunee. with power switches included in between Plymouth and Saginaw the CTC are at Clyde and Newark. now being controlled from a ma Twenty Trains Dally These sidings were lengthened to chine at Saginaw. hold 112 and 133 cars respectively . -
Derails in Passing Sidings? As 1.5 U 'Ually the Case, It I'> Impo%Ible to Move Tre Insulated Ioiflt
30 RAILWAY SIGNALING Vol. 24, No.1 i\s the InSUlltld joint i" a :,ecessary part aT the 19nal ( ,,) In torcing rat elK~ - 1)art use a ratl expander It system as well as 0" the t'c.ck, it mturally follows tl1dt It one IS &t haIld DC! not use an )rdinary full tap"'r '"rack belongs neither to one department nor to the other, but chise1. If a chisel muq be usen, use on(; whICh is wider to both, Therefore, both departments should interest th,l11 the rail-head and which has a small japer, 111 order themselves 111 hcping 'nsulated joil'ts in repair in an to 1\ aid d~.ma2ing the rail el d. efficient and er ollomin1 mannu, (0 Do It bend 'lOlts or drive them through btl ~h;ngs. 11o:t men who are ell cdl} responsible for the care If rail end~ a d ;oir,t parts Ir in prope' POSI io 1, he of JO'nts ha\ e found that mp1 r defects, which req~lre bn]ts can be l11::-e ted w thO'lt rr...lt1:'n", n' bending. very little til e to remedy, such a" loose r,ub. lipped (7) Paler 1 .suL i II W 11 nN 'dthstand the erorl"ous rail tnds, rail fins cutting mto 5.11er, low or loose ties fon (' of rail expansion in hot weather. After the proper and defeclive spikl11g, should be corrected Immediately OpUlIllg IS secured between the rail cnus for the ll1 ertion upon being detected a £ the end post: it should be held, a::: much as pOSSIble, Frequent inspection shuuld be made, SIgnal mail by the installatlOl1 of ~ail ancile r5. -
Track Inspection – 2009
Santa Cruz County Regional Transportation Commission Track Maintenance Planning / Cost Evaluation for the Santa Cruz Branch Watsonville Junction, CA to Davenport, CA Prepared for Egan Consulting Group December 2009 HDR Engineering 500 108th Avenue NE, Suite 1200 Bellevue, WA 98004 CONFIDENTIAL Table of Contents Executive Summary 4 Section 1.0 Introduction 10 Section 1.1 Description of Types of Maintenance 10 Section 1.2 Maintenance Criteria and Classes of Track 11 Section 2.0 Components of Railroad Track 12 Section 2.1 Rail and Rail Fittings 13 Section 2.1.1 Types of Rail 13 Section 2.1.2 Rail Condition 14 Section 2.1.3 Rail Joint Condition 17 Section 2.1.4 Recommendations for Rail and 17 Joint Maintenance Section 2.2 Ties 20 Section 2.2.1 Tie Condition 21 Section 2.2.2 Recommendations for Tie Maintenance 23 Section 2.3 Ballast, Subballst, Subgrade, and Drainage 24 Section 2.3.1 Description of Railroad Ballast, Subballst, 24 Subgrade, and Drainage Section 2.3.2 Ballast, Subgrade, and Drainage Conditions 26 and Recommendations Section 2.4 Effects of Rail Car Weight 29 Section 3.0 Track Geometry 31 Section 3.1 Description of Track Geometry 31 Section 3.2 Track Geometry at the “Micro-Level” 31 Section 3.3 Track Geometry at the “Macro-Level” 32 Santa Cruz County Regional Transportation Commission Page 2 of 76 Santa Cruz Branch Maintenance Study CONFIDENTIAL Section 3.4 Equipment and Operating Recommendations 33 Following from Track Geometry Section 4.0 Specific Conditions Along the 34 Santa Cruz Branch Section 5.0 Summary of Grade Crossing -
Railway Siding Rules and Regulations
Appendix no. 2 – Characteristics of railway siding infrastructure elements (excerpt) RAILWAY SIDING RULES AND REGULATIONS: CENTRUM LOGISTYCZNO INWESTYCYJNE POZNAŃ II SPÓŁKA Z OGRANICZONĄ ODPOWIEDZIALNOŚCIĄ 62-020 SWARZĘDZ - JASIN, UL. RABOWICKA 6, Valid from 1st November 2017 1 1. Technical description of railway siding: 2.1. Location of railway siding: Centrum Logistyczno Inwestycyjne Poznań II sp. z o.o. siding is a station siding with branching turnout no. 6 to station track no. 6b of Swarzędz station at km 291.017 of railway line no. 003 Warsaw West - Kunowice (for the siding it is km 0.000 - beginning of turnout no. 6 is the beginning of the siding track). 2.2. Switch circles and traffic operation positions and their manning: CLIP II Railway siding constitutes five manoeuvring zones. No traffic operation position and manning on the siding. 2.3. Location of delivery-acceptance points at the siding: 1) The acceptance track for wagons, groups of wagons and full train sets brought by the Carrier is track no. 101 or track no. 105 of the siding CENTRUM LOGISTYCZNO INWESTYCYJNE POZNAŃ II. 2) The delivery track for wagons, groups of wagons and full train sets brought by the Carrier is track no. 101 or track no. 103 of the siding CENTRUM LOGISTYCZNO INWESTYCYJNEGO POZNAŃ II. 3) On site, the delivery-acceptance point is marked with a sign “Delivery-acceptance point”, the sign is located at the intertrack space of tracks 101 and 103. 2.4. Tracks on siding: General length of track Usable length of track Capacity - Notes (‰) section section Purpose Track no. -
Customer Track Maintenance Guide Winter Safety
Customer Track Maintenance Guide Winter Safety Safety is of the utmost importance at CN, not only for our employees but Our goal is to move your products as quickly and safely as possible. also for you, our customers. Please contact your service delivery representative or account manager if you have any questions. We’ve developed this Customer Track Maintenance Guide in order to help bring attention to the additional hazards that are present during the winter Additional information on our seasonal safety guidelines can be found at: months, especially for our crews performing switching activities. www.cn.ca/seasonalsafety Winter is a challenging time for a railroad; many of the service disruptions are caused by accumulations of snow and ice. On the track, problems with switches and crossings are mainly caused by snow — so clearing the snow solves the problem. 3 Flangeways wheel flange Be particularly vigilant where flangeways can be become contaminated with snow, ice, or other material, or where any trackage is covered by excessive amounts of snow or ice, or other material. Ensure equipment can be carefully operated through flangeway over such track. flangeway Be especially aware at crossings, as these are prone to these types minimum of 1.5” clear rail of conditions. of ice, snow, mud, etc. At a minimum, flangeways must be cleared to a depth of 1.5”. Acceptable: Not acceptable: 4 Switches Be aware that switches can become very difficult to line due to cold weather and snow/ice build-up in the switch points. Attempting to line a stiff switch can and does lead to back, leg and arm injuries. -
Transportation Planning for the Richmond–Charlotte Railroad Corridor
VOLUME I Executive Summary and Main Report Technical Monograph: Transportation Planning for the Richmond–Charlotte Railroad Corridor Federal Railroad Administration United States Department of Transportation January 2004 Disclaimer: This document is disseminated under the sponsorship of the Department of Transportation solely in the interest of information exchange. The United States Government assumes no liability for the contents or use thereof, nor does it express any opinion whatsoever on the merit or desirability of the project(s) described herein. The United States Government does not endorse products or manufacturers. Any trade or manufacturers' names appear herein solely because they are considered essential to the object of this report. Note: In an effort to better inform the public, this document contains references to a number of Internet web sites. Web site locations change rapidly and, while every effort has been made to verify the accuracy of these references as of the date of publication, the references may prove to be invalid in the future. Should an FRA document prove difficult to find, readers should access the FRA web site (www.fra.dot.gov) and search by the document’s title or subject. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FRA/RDV-04/02 4. Title and Subtitle 5. Report Date January 2004 Technical Monograph: Transportation Planning for the Richmond–Charlotte Railroad Corridor⎯Volume I 6. Performing Organization Code 7. Authors: 8. Performing Organization Report No. For the engineering contractor: Michael C. Holowaty, Project Manager For the sponsoring agency: Richard U. Cogswell and Neil E. Moyer 9. Performing Organization Name and Address 10. -
Maintenance of Railway Siding National Fertilizers Limited, Panipaty Unit Transportation Section Maintenance of Railway Siding
1 MAINTENANCE OF RAILWAY SIDING NATIONAL FERTILIZERS LIMITED, PANIPATY UNIT TRANSPORTATION SECTION MAINTENANCE OF RAILWAY SIDING 1.0 TECHANICAL SPECIFICATION: GENERAL: 1.1 SCOPE: These specifications contain good practices and procedures for maintenance of Permanent Way and forms a part of tender document. The following Codes and Manuals with all correction slips up to date should be referred for the maintenance of NFL Private Railway Siding (BG): i) Indian Railways Permanent Way Manual, Bridge Manual and Works Manual. ii) Indian Railway Tracks Manual. iii) Indian Railway Code for the Engineering Department. iv) Schedule of Dimensions. v) Indian Railway General & Subsidiary Rules. 1.2 DEFINATION: Reference to Indian Railway and work Manual means reference to latest issue of relevant standard including all its amendments up to date. 1.3 CODE: All maintenance work shall be performed in accordance with provision as described in Indian Railway Way and Works Manual. These Technical Specification shall be supplementary to the specification contained in Indian Railway Way and Work manual wherein variance, these specification shall take precedence over the provisions in the Indian Railway way and works Manual. 1.4 THE MAINTENANCE OF PERMANENT WAY GENERAL INSTRUCTIONS ANNUAL PROGRAMME OF TRACK MAINTENANCE: A) The annual programme of regular track maintenance and works incidental thereto shall be based on Annexure-B with such variations to suit local conditions as may be specified by Officer-in-Charge. B) Consistent with maintaining each gauge length in safe condition for traffic, as many days as possible should be allotted for systematic through packing from one end to the other. -
Rail Accident Report
Rail Accident Report Collision at Swanage station 16 November 2006 Report 35/2007 September 2007 This investigation was carried out in accordance with: l the Railway Safety Directive 2004/49/EC; l the Railways and Transport Safety Act 2003; and l the Railways (Accident Investigation and Reporting) Regulations 2005. © Crown copyright 2007 You may re-use this document/publication (not including departmental or agency logos) free of charge in any format or medium. You must re-use it accurately and not in a misleading context. The material must be acknowledged as Crown copyright and you must give the title of the source publication. Where we have identified any third party copyright material you will need to obtain permission from the copyright holders concerned. This document/publication is also available at www.raib.gov.uk. Any enquiries about this publication should be sent to: RAIB Email: [email protected] The Wharf Telephone: 01332 253300 Stores Road Fax: 01332 253301 Derby UK Website: www.raib.gov.uk DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Rail Accident Investigation Branch 3 Report 35/2007 www.raib.gov.uk September 2007 Collision at Swanage station 16 November 2006 Contents Introduction 6 Summary of the report 7 Key facts about the accident 7 Immediate cause, causal and contributory factors, underlying causes 7 Recommendations 8 The Accident 9 Summary of the accident 9 Location 9 The parties involved 10 External circumstances 10 The infrastructure 10 The train 12 Events -
Trends in the Share of Railways in Transportation
www.cepal.org/transporte Issue No. 303 - Number 11 / 2011 BULLETIN FACILITATION OF TRANSPORT AND TRADE IN LATIN AMERICA AND THE CARIBBEAN This issue of the FAL Bulletin analyses the history of railways in modal distribution Trends in the share in Latin America, and puts forward recommendations for improving their functioning and making them a real, of railways competitive and sustainable transport option. The study is part of the activities being in transportation conducted by the Unit in the project on “Strategies for environmental sustainability: climate change and energy”, funded by the Spanish Agency for International Development Cooperation (AECID). The author of this issue of the Bulletin is Introduction Gonzalo Martín Baranda, Consultant for the Infrastructure Services Unit of ECLAC. For additional information please contact Railways flourished in the nineteenth century, becoming a key element [email protected] in the transport of goods and passengers For a number of reasons, Introduction however, their prominence has gradually diminished and they now have only a limited role, mostly in the transportation of certain bulk products. I. The rise of railways This document looks at the how the use of the railways for freight has II. Recent history of railways changed over the years, and puts forward a series of recommendations in Latin America to increase their use in present-day Latin America. III. Consideration of externalities and associated social costs I. The rise of railways for sustainable modal choices IV. The role of railways in modal shifts Railways rose to prominence in the nineteenth century, leading to a radical change in the surface transport of freight and passengers, and V. -
Rail Accident Report
Rail Accident Report Collision at Pickering station North Yorkshire Moors Railway 5 May 2007 Report 29/2007 August 2007 This investigation was carried out in accordance with: l the Railway Safety Directive 2004/49/EC; l the Railways and Transport Safety Act 2003; and l the Railways (Accident Investigation and Reporting) Regulations 2005. © Crown copyright 2007 You may re-use this document/publication (not including departmental or agency logos) free of charge in any format or medium. You must re-use it accurately and not in a misleading context. The material must be acknowledged as Crown copyright and you must give the title of the source publication. Where we have identified any third party copyright material you will need to obtain permission from the copyright holders concerned. This document/publication is also available at www.raib.gov.uk. Any enquiries about this publication should be sent to: RAIB Email: [email protected] The Wharf Telephone: 01332 253300 Stores Road Fax: 01332 253301 Derby UK Website: www.raib.gov.uk DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Investigation into collision at Pickering station North Yorkshire Moors Railway, 5 May 2007 Contents Introduction 4 Summary 5 Location 5 The train and its crew 7 The incident 9 Conclusions 12 Actions reported as already taken by the NYMR 13 Recommendations 14 Appendices 15 Appendix A: Glossary of terms 15 Appendix B: NYMR damage report on GN General Managers Saloon 16 Rail Accident Investigation Branch Report 29/2007 www.raib.gov.uk August 2007 Introduction 1 The sole purpose of a Rail Accident Investigation Branch (RAIB) investigation is to prevent future accidents and incidents and improve railway safety. -
Chapter 2 Track
CALTRAIN DESIGN CRITERIA CHAPTER 2 - TRACK CHAPTER 2 TRACK A. GENERAL This Chapter includes criteria and standards for the planning, design, construction, and maintenance as well as materials of Caltrain trackwork. The term track or trackwork includes special trackwork and its interface with other components of the rail system. The trackwork is generally defined as from the subgrade (or roadbed or trackbed) to the top of rail, and is commonly referred to in this document as track structure. This Chapter is organized in several main sections, namely track structure and their materials including civil engineering, track geometry design, and special trackwork. Performance charts of Caltrain rolling stock are also included at the end of this Chapter. The primary considerations of track design are safety, economy, ease of maintenance, ride comfort, and constructability. Factors that affect the track system such as safety, ride comfort, design speed, noise and vibration, and other factors, such as constructability, maintainability, reliability and track component standardization which have major impacts to capital and maintenance costs, must be recognized and implemented in the early phase of planning and design. It shall be the objective and responsibility of the designer to design a functional track system that meets Caltrain’s current and future needs with a high degree of reliability, minimal maintenance requirements, and construction of which with minimal impact to normal revenue operations. Because of the complexity of the track system and its close integration with signaling system, it is essential that the design and construction of trackwork, signal, and other corridor wide improvements be integrated and analyzed as a system approach so that the interaction of these elements are identified and accommodated.