World Bank Document

Total Page:16

File Type:pdf, Size:1020Kb

World Bank Document Document of The World Bank FOR OFFICIAL USE ONLY Public Disclosure Authorized ReportNo. 16149 IMPLEMENTATION COMPLETION REPORT Public Disclosure Authorized INDIA THIRD RAILWAY MODERNIZATION PROJECT (LOAN 2935 - IN) December 2, 1996 Public Disclosure Authorized Energy and Infrastructure Operations Division Public Disclosure Authorized Country Department II South Asia Region This document has a restricted distribution and may be used by recipients only in the performance of their official duties. Its contents may not otherwise be disclosed without World Bank authorization. CURRENCY EQUIVALENTS Currency Unit = Indian Rupee (Rs) Rs. 1 = Paise 100 Exchange Rate used in StaffAppraisal Report: Rs.13.00 = US$1.00 The following were the exchange rates between the Rupee (Rs) and the US Dollar (US$) during the project's implementation period: Year Rs/US$ Official Market 1987/88 12.97 1988/89 14.48 1989/90 16.66 1990/91 17.95 1991/92 24.52 1992/93 26.41 1993/94 26.20 31.38 1994/95 31.38 December 1995 35.18 Source: IMF, International Financial Statistics (IFS), and Reserve Bank of India. WEIGHTS AND MEASURES I Centimeter (cm) = 0.39 inch (in) 1 Meter (in) 3.28 feet (ft) I Kilometer (km) 0.62 miles I Kilogram (kg) = 2.24 pounds (lb) FISCAL YEAR OF BORROWER April 1 through March 31. ABBREVIATIONS AND ACRONYMS BR British Rail IRR Internal Rate of Return BFR Bogie Flat Wagon IRS/T Indian Railways Specification for Track CIF Cost, Insurance and Freight MGT Million Gross Tons CRIS Centre for Railway Information Systems NTKM Net Ton Kilometers DEA Department of Economic Affairs RDSO Research, Design and Standards Ministry of Finance Organization, Indian Railways GOI Government of India TRC Track Recording Car ICR Implementation Completion Report TMS Track Management System IR Indian Railways, Ministry of Railways UTS Ultimate Tensile Strength (kg/sq.m) Vice President : D. Joseph Wood Director : R. Drysdale Division Chief/Manager : J. F. Bauer Staff Member : H. Hansen, Sr. Transport Economist FOROFFICIAL USE ONLY IMPLEMENTATION COMPLETION REPORT INDIA THIRD RAILWAY MODERNIZATION PROJECT (LOAN 2935 - IN) Table of Contents Preface ......................................................... i Evaluation Summary........................................................ 1ii Project Objectives........................................................ 1ii Implementation Experience and Results .. ........................................................ i Overall Assessment ........................................................ iv Summary of Findings, Future Operations, and Key Lessons Learned ............... ..................iv PART I: PROJECT IMPLEMENTATION ASSESSMENT A. Project Objectives .. B. Achievement of Project Objectives .. Renewal/Upgrading of Track on Arterial (A Routes) and Other Heavy Density Routes 1 Equipment for Track Laying and Maintenance .. 2 Locomotives and Wagons for Transport of Track Materials . 2 Technical Assistance and Training .. 2 C. Implementation Record and Major Factors Affecting the Project . 3 Project Cost and Financing .. 4 Economic Analysis 5 Indian Railways' Financial and Economic Performance .. 5 D. Project Sustainability .. 5 E. Bank Performance .. 6 F. Borrower/Beneficiary Performance .. 6 G. Assessment of Outcome .. 7 H. Future Operations .. 7 I. Key Lessons Learned .. 8 This document has a restricted distribution and may be used by recipients only in the performance of their officia] duties. Its contents may not otherwise be disclosed wiLhoutWorld Banrkauthorization. l PART II: STATISTICAL TABLES Table 1 Summary of Assessments ........................... 10 Table 2 Related Bank Loans/Credits........................... 11 Table 3 : Project Timetable................... .12 Table 4 : Loan/Credit Disbursements: Cumulative Estimated and Actual .12 Table 5 Key Indicators for Project Implementation .13 Table 6: Project Costs .. 14 Table 7 Status of Legal Covenants .15 Table 8 Compliance with Operational Manual Statements .16 Table 9 Bank Resources: Staff Inputs .16 Table 10: Bank Resources: Missions .. 17 ANNEXES A. ICR Mission's Aide-Memoire .18 B. Borrower/Beneficiary Contribution to the ICR .20 C. Project Results .22 Table 1: Summary of Track Renewal Planned and Actually Carried Out .22 Table 2: Track Equipment .23 Table 3: Traffic Growth by Major Commodity .24 Table 4: Rail Freight Traffic .25 D. Economic Analysis.26 E. Project Implementation Schedule and Actual period of Implementation.30 F. Indian Railways' Financial Statement .31 IMPLEMENTATION COMPLETION REPORT INDIA THIRD RAILWAY MODERNIZATION PROJECT (LOAN 2935 - IN) Preface This is the Implementation Completion Report (ICR) for the Third Railway Modernization Project in India, for which a loan in the amount of US$390 million equivalent was approved on May 5, 1988 to the Government of India with Indian Railways (IR) as the Beneficiary. The loan became effective on August 10, 1988. The loan amount was later revised at the request of the Borrower to US$248.94 million. The final disbursement was made on June 20, 1995 and the loan was closed on December 31, 1995, compared with the original closing date of December 31, 1993. The Special Account balance was refunded on June 11, 1996 and the loan uncommitted balance was canceled on the same date, reducing the loan amount to US$245.40 million. The ICR was prepared by Harald Hansen (Task Manager) of the Energy and Infrastructure Operations Division (SA2EI) of South Asia Country Department II, with the assistance of Jitendra Sondhi and J.S. Mundrey, independent consultants retained by the Bank. It was reviewed by Francois Bauer, Division Chief, SA2EI, and Kazuko Uchimura, Project Adviser, SA2DR. The preparation of this ICR was begun in December 1995 and carried through the Bank's final supervision mission in February 1996. It is based on project files, field visits and analysis carried out by independent consultants and data furnished by the Borrower and Beneficiary. The Beneficiary contributed by preparing its own evaluation and commenting on the draft ICR. The borrower provided comments that are included as appendixes to the ICR. -ii - IMPLEMENTATION COMPLETION REPORT INDIA THIRD RAILWAY MODERNIZATION PROJECT (LOAN 2935 - IN) Evaluation Summary Project Objectives 1. The project focused on track renewal and modernization with the objective of improving the planning and execution of Indian Railways' (IR) track renewal/upgrading and maintenance program, enhancing the quality and capacity of track and thus promoting efficient train operation and improving IR's financial performance. The above project objectives were pursued by: (i) renewal/upgrading of track on arterial (A routes) and other heavy density routes; (ii) acquiring equipment for track relaying and maintenance; (iii) acquiring locomotives and wagons for transport of track material; and (iv) technical assistance and training. Implementation Experience and Results 2. By September 1995, 3,881 km out of 4,000 km of track had been renewed. The remaining 119 km oftrack renewal were completed by March 31, 1996. Indian Railways' main heavy density routes, covering 16,568 km, were included in this project. At project closing, 1,052 km of track renewal on these routes were overdue (6.3 percent). One hundred thirty-seven track machines were purchased and have been received and commissioned. 3. The Beneficiary was to fund procurement of Hopper and BFR wagons and locomotives but did not procure any for the exclusive use of track renewal or maintenance. The training sub- component was successfully completed, and in all, about 275 man months of training was arranged. However, there has been considerable delay in the development and implementation of the computer-based, track maintenance planning system and it has so far been implemented only on a pilot section. 4. The total cost of the project was estimated at US$1,206 million (Rs. 16,875 million). The actual cost of the project is estimated at US$1,050 million (Rs. 23,503 million) with a foreign exchange component of US$247 million and local component of Rs. 18,481 million. The Bank financed the full foreign cost of the project and local costs were financed by IR. 5. Post-project economic evaluation shows that for the track relay, the revised IRR is 14, 17 and 25 percent, respectively, for the three typical initial traffic levels, as against the original SAR estimates which had an IRR of 16, 20 and 29 percent for traffic levels of 13, 20 and 35 million gross tonnes, respectively. The investment evaluation of track machines for maintenance shows an IRR of 25 percent. A sensitivity analysis showed that the return on investment for track - ijj - machines is very sensitive to a reduction in maintenance cost and this should therefore be monitored closely. 6. The project was planned for full implementationby the middle of 1993. However, due to long delays in procurement as well as installation, the track relay component was only completed by March 1996, almost three years behind schedule. Track machines, which were planned for delivery and commissioningby March 1992, were actually commissioned in the last quarter of 1995, resulting in a delay of over 30 months. The delays were caused mainly by the lengthy interval between bid opening and award recommendations to the Bank. Some delay to project implementation was also due to resource pressures resulting from external factors such as a change in GOI policy, which reduced the budgetary support to IR in the post economic reform period. 7. The annual traffic growth, in terms of net
Recommended publications
  • US Army Railroad Course Railway Track Maintenance II TR0671
    SUBCOURSE EDITION TR0671 1 RAILWAY TRACK MAINTENANCE II Reference Text (RT) 671 is the second of two texts on railway track maintenance. The first, RT 670, Railway Track Maintenance I, covers fundamentals of railway engineering; roadbed, ballast, and drainage; and track elements--rail, crossties, track fastenings, and rail joints. Reference Text 671 amplifies many of those subjects and also discusses such topics as turnouts, curves, grade crossings, seasonal maintenance, and maintenance-of-way management. If the student has had no practical experience with railway maintenance, it is advisable that RT 670 be studied before this text. In doing so, many of the points stressed in this text will be clarified. In addition, frequent references are made in this text to material in RT 670 so that certain definitions, procedures, etc., may be reviewed if needed. i THIS PAGE WAS INTENTIONALLY LEFT BLANK. ii CONTENTS Paragraph Page INTRODUCTION................................................................................................................. 1 CHAPTER 1. TRACK REHABILITATION............................................................. 1.1 7 Section I. Surfacing..................................................................................... 1.2 8 II. Re-Laying Rail............................................................................ 1.12 18 III. Tie Renewal................................................................................ 1.18 23 CHAPTER 2. TURNOUTS AND SPECIAL SWITCHES........................................................................................
    [Show full text]
  • Detailed Project Report Extension of Mumbai Metro Line-4 from Kasarvadavali to Gaimukh
    DETAILED PROJECT REPORT EXTENSION OF MUMBAI METRO LINE-4 FROM KASARVADAVALI TO GAIMUKH MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY (MMRDA) Prepared By DELHI METRO RAIL CORPORATION LTD. October, 2017 DETAILED PROJECT REPORT EXTENSION OF MUMBAI METRO LINE-4 FROM KASARVADAVALI TO GAIMUKH MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY (MMRDA) Prepared By DELHI METRO RAIL CORPORATION LTD. October, 2017 Contents Pages Abbreviations i-iii Salient Features 1-3 Executive Summary 4-40 Chapter 1 Introduction 41-49 Chapter 2 Traffic Demand Forecast 50-61 Chapter 3 System Design 62-100 Chapter 4 Civil Engineering 101-137 Chapter 5 Station Planning 138-153 Chapter 6 Train Operation Plan 154-168 Chapter 7 Maintenance Depot 169-187 Chapter 8 Power Supply Arrangements 188-203 Chapter 9 Environment and Social Impact 204-264 Assessment Chapter 10 Multi Model Traffic Integration 265-267 Chapter 11 Friendly Features for Differently Abled 268-287 Chapter 12 Security Measures for a Metro System 288-291 Chapter 13 Disaster Management Measures 292-297 Chapter 14 Cost Estimates 298-304 Chapter 15 Financing Options, Fare Structure and 305-316 Financial Viability Chapter 16 Economical Appraisal 317-326 Chapter 17 Implementation 327-336 Chapter 18 Conclusions and Recommendations 337-338 Appendix 339-340 DPR for Extension of Mumbai Metro Line-4 from Kasarvadavali to Gaimukh October 2017 Salient Features 1 Gauge 2 Route Length 3 Number of Stations 4 Traffic Projection 5 Train Operation 6 Speed 7 Traction Power Supply 8 Rolling Stock 9 Maintenance Facilities
    [Show full text]
  • Railroad Employee Fatalities Investigated by the Federal Railroad Administration in 1983
    ■I Railroad Employee U.S. Department of Transportation Fatalities Investigated by Federal Railroad Administration the Federal Railroad Administration in 1983 Office of Safety DOT/FRA/ORRS TABLE OF CONTENTS P a g e INTRODUCTION .............................................................................................................. i CAUSE D I G E S T .............................................................................................................. i i SUMMARY OF ACCIDENTS INVESTIGATED INVOLVING ONE OR MORE F A T A L I T I E S ....................................................................................... i v ACCIDENT INVESTIGATION REPORTS V INTRODUCTION This report represents the Federal Railroad Adm inistration's findings in the investigation of railroad employee fatalities during 1983. Not included are fatalities that occurred during train operation accidents; these are reported under another type of investigation. The purpose of this report is to direct public attention to the hazards inherent in day-to-day operations of railroads. It provides information in support of the overall Federal program to promote the safety of railroad employees. It also furthers the cause of safety by supplying all interested parties information which w ill help prevent recurrent accidents. Joseph W. Walsh C h a irm a n Railroad Safety Board. i "V CAUSE DIGEST REPORT NUMBER PAGE 1. Accidents related to switching and train operations a. Crossing track in front of or going between trains and/or equipment 8 19 ■ft 32 86 b. Falling off a moving train or switching equipment consist 21 59 22 62 39 104 40 107 c. Struck by moving train or equipment being switched 2 5 3 8 5 12 6 14 10 27 13 35 16 46 20 56 29 79 d. Miscellaneous 1 , 1 28 76 38 101 2.
    [Show full text]
  • Wortschatz Bahntechnik/Transportwesen Deutsch-Englisch-Deutsch (Skript 0-7)
    Fakultät für Architektur, Bauingenieurwesen und Stadtplanung Lehrstuhl Eisenbahnwesen Wortschatz Bahntechnik/Transportwesen Deutsch-Englisch-Deutsch (Skript 0-7) Stand 15.12.17 Zusammengestellt von Prof. Dr.-Ing. Thiel Literaturhinweise: Boshart, August u. a.: Eisenbahnbau und Eisenbahnbetrieb in sechs Sprachen. 884 S., ca. 4700 Begriffe, 2147 Abbildungen und Formeln. Reihe Illustrierte Technische Wör- terbücher (I.T.W.), Band 5. 1909, München/Berlin, R. Oldenburg Verlag. Brosius, Ignaz: Wörterbuch der Eisenbahn-Materialien für Oberbau, Werkstätten, Betrieb und Telegraphie, deren Vorkommen, Gewinnung, Eigenschaften, Fehler und Fälschungen, Prüfung u. Abnahme, Lagerung, Verwendung, Gewichte, Preise ; Handbuch für Eisen- bahnbeamte, Studirende technischer Lehranstalten und Lieferanten von Eisenbahnbe- darf. Wiesbaden, Verlag Bergmann, 1887 Dannehl, Adolf [Hrsg.]: Eisenbahn. englisch, deutsch, französisch, russisch ; mit etwa 13000 Wortstellen. Technik-Wörterbuch, 1. Aufl., Berlin. M. Verlag Technik, 1983 Lange, Ernst: Wörterbuch des Eisenbahnwesens. englisch - deutsch. 1. Aufl., Bielefeld, Reichsbahngeneraldirektion, 1947 Schlomann, Alfred (Hrsg.): Eisenbahnmaschinenwesen in sechs Sprachen. Reihe Illustrierte technische Wörterbücher (I.T.W.), Band 6. 2. Auflage. München/Berlin, R. Oldenburg Verlag. UIC Union Internationale des Chemins de Fer: UIC RailLexic 5.0 Dictionary in 22 Sprachen. 2015 Achtung! Diese Sammlung darf nur zu privaten Zwecken genutzt werden. Jegliche Einbindung in kommerzielle Produkte (Druckschriften, Vorträge, elektronische
    [Show full text]
  • Section 10 Locomotive and Rolling Stock Data
    General Instruction Pages Train Operating Conditions Manual SECTION 10 LOCOMOTIVE AND ROLLING STOCK DATA Version: 3.0 Issued: January 2016 CRN TOC Section 10 V3.0 Locomotive & Rolling Stock Data.docx © JHR UNCONTROLLED WHEN PRINTED SECTION 10 Version: 3.0 General Instruction Pages Locomotive and Rolling Stock Data Train Operating Conditions Manual Document control Revision Date of Issue Summary of change 1.0 18/10/11 For publication 1.1 25/11/11 Updated 25/11/11 1.2 10/1/12 Updated for current rolling stock 1.3 13/5/12 Updated for current rolling stock 1.4 14/8/12 Updated for current rolling stock 1.5 16/8/12 Corrections to El Zorro vehicles 1.6 25/8/12 T333 added to the Seymour Rail Heritage Centre Note covering NGXH / GGXH wagons operating on Class 2 1.7 13/9/12 track at 23 tonne axle load, deleted. 1.8 1/8/13 General update with currently approved vehicles 2.1 1/12/14 General update with currently approved vehicles 2.2 19/12/14 Amended as shown below 2.3 12/1/15 Amended as shown below 2.4 11/10/15 Amended as shown below 3.0 16/1/16 Amended as shown below Summary of significant changes from previous version Page Summary of change All pages General update to include approved vehicles for publishing and covered on TOC waivers: Speed of vehicles covered by Note R1 between Stockinbingal and Griffith, reduced from 4 70 km/h to 65 km/h for consistency with Note R20 (originally Note R18) 4 Note R1 Joppa Junction and Queanbeyan amended to Joppa Junction and Canberra Note R20 amended to absorb Notes R3 and R18 and wagons covered by R3 and R18
    [Show full text]
  • Section 10 Locomotive and Rolling Stock Data
    General Instruction Pages Locomotive and Rolling Stock Data SECTION 10 LOCOMOTIVE AND ROLLING STOCK DATA General Instruction Pages Locomotive and Rolling Stock Data SECTION 10 Contents 3801 Limited Eveleigh - Locomotives................................................................................................................3 3801 Limited Eveleigh - Passenger Rolling Stock...............................................................................................3 3801 Limited Eveleigh - Freight Rolling Stock ...................................................................................................3 Australian Traction Corporation - Locomotives ................................................................................................3 Australian Traction Corporation - Freight Rolling Stock....................................................................................3 Australian Railway Historical Society A.C.T. Division – Locomotives................................................................3 Australian Railway Historical Society A.C.T. Division – Rail Motors ..................................................................4 Australian Railway Historical Society A.C.T. Division – Passenger Rolling Stock...............................................4 Australian Railway Historical Society A.C.T. Division – Freight Rolling Stock....................................................4 Australian Rail Track Corporation Ltd - Special Purpose Rolling Stock..............................................................4
    [Show full text]
  • Scanned Document
    REPORT NO. FRA-OR&D· 76-12 •.. RAILROAD TRACK TECHNOLOGY IN THE USSR: THE STATE OF THE ART SERGEI G. GUINS, et al. OCTOBER 1974 FINAL REPORT DOCUMENT IS AVAILABLE TO THE PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE,SPRINGFIELD, VIRGINIA 22161 Prepared for U.S. DEPARTMENT OF TRANSPORTATION FEDERAL RAILROAD ADMINISTRATION Office of Reasearch and Development Washington, D.C. 20590 01-Track & Structures .. NOTICE This document is disserriiriated under the sponsorship of the Department of .Transportat1 on in the interest of infonnation exchange. The United States Govern­ ment assumes no liability for its contents or use thereof. Technical keport Documentation Page Report 1. No. 2. Government Accession No. 3. Recipient's Catalog No. FRA ORO 76-12 4. Title and Subtitle 5. Report Date RAILROAD TRACK TECHNOLOGY IN THE USSR: October 1974 THE STATE OF THE ART 6. Performing Organization Code 8. Performing Organization Report No. 7. Author1 s) Sergei G. Guins, et al. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) 11. Contract or Grant No. 13. Type of Report and Period Covered 12. Sponsoring Agency Name and Address Department of Transportation Federal Railroad Administration (OR&D) 2100 Second St., SW 14. Sponsoring Agency Code Washington, D. c. 20590 15. Supplementary Notes 16. Abstract Report contains limited assessment of the present state of the art of railroad track research, construction and maintenance technology in the U. s. s. R. It synthesizes the observations and opinions of a six-man team of U. S. railroaders which visited the Soviet Union during a 12-day period in the summer of 1974, for the purpose of evaluating Soviet railroad track technology.
    [Show full text]
  • Technical Review of Ballast Compaction and Related Topics, 1982 US DOT, FRA, Fc I T
    fd&'Z - /7£ > US Department Mechanics of of Transportation raotrcii KOHroaa Administration Ballast Compaction Volume I: Technical Review of Ballast Compaction and Related Topics FRA/ORD-81/16.1 Rnal Report This document is available 4 D O T-TSC-FRA-81 -3, I M arch 1982 to the U.S. public through the National Technical E.T. Selig Information Service, T.S. Y o o Springfield, Virginia 22161 C.M. Panuccio 01-Track K Structures NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Govern­ ment assumes no liability for its contents or use thereof. - NOTICE The United States Government does not endorse prod­ ucts or manufacturers. Trade or manufacturers' names appear herein solely because they are con­ sidered essential to the object of this report. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FRA/ORD-81/16.1 4« Title end Subfirl 5. Report Date MECHANICS OF BALLAST COMPACTION March 1982 b. PtWomiiig Organization Coda Volume 1: Technical Review of Ballast Compaction DTS-731 and Related Topics 3. Performing Organization Report No. 7. Author't) E.T.. Selig, T.S. Yoo and C.M. Panuccio DOT-TSC-FRA-81-3,I 9. Performing Organization Noma and Addroza 10. Work Unit No. (TRAIS) Department of Civil Engineering* RR219/R2309 State University of New York at Buffalo 11. Contract or Grant No. Parker Engineering Building DOT-TSC-1115 Buffalo NY 14214 13. Typo of Report and Period Covered 12.
    [Show full text]
  • METHODS of CLEANING STONE BALLAST Report of Committee
    METHODS OF CLEANING STONE BALLAST Report of Committee L. J. Drumeller division engineer, C. & 0., Hinton, W. Va. Probably one of the most important problems that has confronted maintenance officers during the last five years has been that of keeping the ballast section cleaned, particularly in stone-ballasted territories. This condition was largely brought about by a curtailed labor allowance which made it necessary to direct practically all available funds to line and surface, tie renewals, and such other maintenance work as was necessary for the safe operation of trains. These conditions resulted in the usual ballast cleaning and renewal cycle being prolonged two and, in some cases, three fold. Clean, crushed stone ballast is recognized as the most satisfactory ballast in dense-traffic territory, and one of the underlying requirements of a well maintained railroad is clean, live ballast. Those railroads which were able to maintain such a condition through the past few years are fortunate. Before discussing the various methods of cleaning stone ballast, it may be well to outline briefly some of the major conditions that cause ballast to become foul. They include the following: 1. Inadequate surface and subsurface drainage. 2. Battered rail ends, causing joints to vibrate excessively under wheel loads. 3. Burned rail, due to slipping drivers, bringing about the same condition as in Item 2. 4. Front-end sparks from locomotives operating on heavy grades. 5. Commodities such as coal, coke, etc., in territories close to the points of loading. 6. Leakage through floors and hopper-bottoms of cars. 7. The elements, causing the deposit of wind-blown dirt, etc., on ballast.
    [Show full text]
  • Download Thesis
    Technische Universität München Department of Civil, Geo and Environmental Engineering Chair of Cartography Prof. Dr.-Ing. Liqiu Meng Integrated Web Based Visualization of Railway Track Information Youssef Zouine Master's Thesis Duration: 01.04.2015 - 08.04.2016 Study Course: Cartography M.Sc. Supervisor: Dr. Mathias Jahnke 2016 Statement of Authorship Statement of Authorship Herewith I confirm that I am the sole author of this research report named “Integrated Web Visualization of Railway Track Information” which has been presented to the study commission. I have referenced the ideas and work of others. I declare that I submitted this work in partial fulfillment for the degree of Master of Science in Cartography, and it has not been submitted elsewhere in any other form for the fulfillment of any other degree or qualification. ________________________________ ______________________________ (place, date) (signature) i Acknowledgments Acknowledgments No one saunter alone on the journey of life. Just where you begin to thank those who walked beside you, joined you, and helped you along the way continuously urged me to write these paragraphs to put my thoughts down on over the two years I have spent in Technische Universität München, Technische Universität Wien, and Technische Universität Dresden. Also, I would like to share my insights together with the secrets to my persistent and positive approach to life. I am highly indebted to the enthusiastic supervision of Dr. Mathias Jahnke for his guidance and constant supervision as well as for providing necessary information concerning the project as well as for his support in completing the project. He inspired me greatly to work in this project, and his willingness for motivating me contributed tremendously to my master thesis.
    [Show full text]
  • Two Layered Ballast System for Improved Performance of Railway Track
    TWO LAYERED BALLAST SYSTEM FOR IMPROVED PERFORMANCE OF RAILWAY TRACK CHAITANYA CALLA A thesis submitted in partial fulfilment of the University’s requirements for the Degree of Doctor of Philosophy December 2003 Coventry University Abstract Considerable evidence suggests that, ballast is the main cause of uniform and non- uniform settlement of ballasted railway track, provided the subgrade is adequately specified. The requirement of a good track is that the sleepers are firmly supported by the ballast bed but over a period of time uneven settlement of the ballast will cause voids to form under the sleepers leading to unacceptable ride quality of track. Voids below sleepers can lead to major track defects and in worst cases can be the cause of vehicle derailment (Ball 2003, Cope and Ellis 2001- p206). Regular maintenance is required to remove voids below sleepers and correct other track geometry faults for smooth, safe and efficient running of the railways. The fundamental principle of track maintenance is to lift the track wherever it is low and pack ballast firmly under the sleepers ( Tazwell 1928, Frazer 1938, Cope and Ellis 2001 - p231). Track maintenance has evolved from manual methods of track maintenance, beater packing and measured shovel packing, of early railways to today’s sophisticated mechanised automated systems of maintenance, tamping and stoneblowing, but the basic principles of maintenance still remain the same. Beater packing or tamping works by compressing existing ballast below and around the sleepers into the void below the sleeper while in measured shovel packing and stoneblowing new stones of smaller size are introduced into the void below the sleeper.
    [Show full text]
  • Zonal Transportation Safety Board
    HE 1780 .A33 PB91-916305 no. NTSB/ NTSB/RAR -91/05 RAR- 91/05 ..... ZONAL TRANSPORTATION SAFETY BOARD WASHINGTON, D.C 20594 RAILROAD ACCIDENT REPORT DERAILMENT OF AMTRAK TRAIN NO. 6 ON THE BURLINGTON NORTHERN RAILROAD BATAVIA,IOWA APRIL 23, 1990 The National Transportation Safety Board is an independent Federal agency dedicated to promoting aviation, railroad, highway, marine, pipeline, and hazardous materials safety. Established in 1967, the agency is mandated by Congress through the Independent Safety Board Act of 1974 to investigate transportation accidents, determine the probable cause of accidents, issue safety recommendations, study transportation safety issues, and evaluate the safety effectiveness of government agencies involved in transportation. The Safety Board makes public its actions and decisions through accident reports, safety studies, special investigation reports, safety recommendations, and statistical reviews. Information about available publications may be obtained by contacting. National Transportation Safety Board Public Inquiries Section, RE-51 490 L'Enfant Plaza East. S.W. Washington, O.C. 20594 (202)382-6735 Safety Board publications may be purchased, by individual copy or by subscription, from: National Technical Information Service 5285 Port Royal Road Springfield, Virginia 22161 (703)487-4600 NTSB/RAR-91/05. PB91-91630! ADOPTED: DECEMBER 10,1991 NOTATION 5325A Abstract: This report explains the derailment of Amtrak Train No 6 on the Burlington Northern Railroad at Batavia, Iowa, on April 23, 1990 The safety
    [Show full text]