World Bank Document

Total Page:16

File Type:pdf, Size:1020Kb

World Bank Document Document of The World Bank FOR OFFICIAL USE ONLY C, /gc;20 - / Public Disclosure Authorized Reprt No. 5887-KE KENYA SECONDRAILWAY PROJECT STAFF APPRAISAL REPORT Public Disclosure Authorized Public Disclosure Authorized May 14, 1987 Public Disclosure Authorized This document has a restricted distribution and may be used by reipients only in the performance of their official duties. Its contents masy not otherwrise be disclosed without World Bank authorization. CURRENCY EQUIVALENTS The official currency unit in Kenya is the Kenya Shilling; large values are often expressed in Kenya Pcunds (K£) in official documents. K Sh 1.00 US$0.0606 K£ 1.00 K Sh 20 KE 1.00 US$1.2121 US$1.00 K£ 0.8250 US$1.00 K Sh 16.5 1/ WEIGHTS AND MEASURES 1 meter (m) = 3.28 feet (ft) 1 kilometer (km) = 0.62 miles (mi) 1 square kilometer (km2) = 0.386 square miles (sq mi) 1 metric ton (ton) = 2,204 pounds (lb) ABBREVIATIONS CIDA - Canadian International Development Assoc. EARC - East African Railways Corporation KfW - Kreditanstalt fuer Wiederaufbau KR - Kenya Railways Corporation MoTC - Ministry of Transport and Communications ODA - Overseas Development Administration FISCAL YEAR July 1 - June 30 11 Since December 1982 the Kenya Shilling has been pegged to the SDR at a rate of = KSh 14.06. The rate vis-a-vis the dollar has fluctuated since that time. A rate of US$1.00 = KSh 16.5 has been used in evaluating this project. FOR OFFIAL UU ONLY KENYA SECONDRAILWAY PROJECT TABLE OF CONTENTS PaRe No. DOCUMENTS IN THE PROJECT FILE ...... .....................iv LOAN/CREDIT AND PROJECT SUMKARY ... ......................v-vii I. INTRODUCTION.. 1 II. THE TRANSPORT SECTOR . 2 A. Transport System ............................... 2 B. Regional Importance... 2 C. Government's Policy in the Transport Sector 3 D. Kenya Railways Corporation (KR) .......... .... 4 1. Management and Manpower. 4 2. Property.. 5 3. Performance. 6 E. Bank Group's Role ....... ....................... 7 III. THE PROJECT ........................................ 9 A. Identification and Preparation ................. 9 B. Objectives and Description ..................... 9 1. Institutional Development .............. 9 2. Motive Power ...... .........................11 3. Operational Improvements ......... .......... 12 C. Project Cost and Financing Plan ................ 12 D. Implementation ...... ...........................13 E. Procurement ........ ............................. ......... 14 F. Disbursements ....................... i5........... G. Reports and Audits ... ...........................15 IV. PROJECT BENEFITS AND RISKS ...... ...................16 A. Benef4ts ... 16 B. Risks ... 17 C. Sensitivity Analysis ... .17 V. FINANCIAL EVALUATION.... 18 A. Past Performance . 18 B. KRRs Action Plan. 19 C. KR's Financial Projections . .20 D. Financial Targets ... 22 Thi document has a restkted ditrbuton and may be used by rcientsonl i te penfortnex of their ocil duties Its contwts may not othewie be diclosedIwithout Wodd BDnkauthoiaton. - Li - Table of Contents (contimued) VI. AGREEMENTSREACHED AND RECOMNENDATION.............. 23 This report is based on the findings of a Bank appraisal mission Which visited Kenya in JunelJuly 1985. Tha mission was composed of Messrs. Silvio Capoluongo (mission leader), G. Temple, J. Van der Ven (Bank) and Messrs. M. Bery, B. Christianson, and Mrs. J. M. Holt (Consultants).In December 1586 M. Bery and S. Capoluongo returned to Kenya to update and revise the report. Finally Mr. B. Bostrom, Sr. Economist, contributed to the revision of the report. Mrs. Yvonne Hensley and Dr. M. Fenyo assisted in processing the report. - iii - Table of Contents (continued) ANNEXES 2.1 KR's Organization 2.2 KR's Manpower and Training 2.3 KR's Property 2.4 KR's Operating Performance 2.5 KR's Traffic Review 2.6 KR's Financial Evaluation 3.1 New Organization: KR and the Government 3.2 Project Components 3.3 Locomotive Requirements 3.4 Performance Objectives 3.5 Cost Estimates 3.6 ImplementationSchedule 3.7 Financing Plan 4.1 Economic Analysis 4.2 Potential Freight Traffic by Rail 4.3 Costs and Benefits 4.4 Details of Economic Analysis 4.5 Sensitivity Analysis MAP IBRD No. 14712R Kenya - iv - KENYA SECOND RAILWAY PROJECT Related Documents and Data Available in Proiect File 1. Draft Agreement between Kenya Railways Corporation and the Uganda Railways Corporation for Railway and Marine Services between Kenya and Uganda. 2. Kenya Railways Economic Survey 1984. 3. Kenya Railways Working Timetable, Brown Waweru, Chief Traffic Manager, April 1981. 4. Annual Reports, Kenya Railways, 1979, 1980, 1981, 1982, 1983. 5. Financial Report, Kenya Railways, Balance Sheet as of December 31, and Operating Statements for 1984. 6. Kenya Ra±lways, Short Term Action Program-e, Main Report - Volume 1, Appendices - Volume 2, Coopers & Lybrand Associates, June 1985. 7. SFort-Term Action Programme, Summary of Key Points, Coopers and Lybrand Associates, June 1985. 8. Draft Proposal, Financing Implications, "The Funding Gap', Coopers and Lybrand, May-June 1985. 9. Kenya Railways, Training Requirements Study, Final Report, Volumes I, II, III-Appendices, and Executive Summary, Coopers and Lybrand, February 1985. 10. Motive Power Study, Volume I-Smary, Volume II Main Report, Volume III- Appendices, Henderson Busby International Limited in association with Coopers and Lybrand Associates, March 1985. 11. Government of Kenya, Ministry of Transport and Communications, Kenya Railways Corporation, Study of Central Mechanical and Electrical Engineering Workshops-Nairobi,Draft Final Report, Rendel, Palmer and Tritton, Consulting Engineers, January 1985. 12. Training Requirements Study, Building Development Plant, Norman & Dawbarn; Coopers and Lybrand Associates, February 1985. 13. Kenya Railways, Headquarters Organizational Structure Study, Final Report, Executive Summary, and Appendices, Coopers and Lybrand Associates, March 1985. 14. Kenya Railways Corporate Plan, 1986187 - 1990191, October 1986 KENYA SECOND RAILWAY PROJECT CREDIT AND PROJECT SUMMARY Borrower: Kenya Beneficiary: Kenya Railways Corporation (KR) IDA Credit Amount: SDR 21.8 million (US$28 million) Terms: Standard. Government would onlend the proceeds of the IDA Credit to Kenya Railways at an interest rate 1.1 times the Bank rate at the time of negotiation; four years grace period; and final maturity of 20 years, except for funds for technical assistance on standard IDA terms. Beneficiary would bear the foreign exchange risk. Project Description: The project would comprise the following: (a) Institutional Development --reorientation of Kenya Railway's management toward more commercial practices, introductionof modern management skills, and human resource development. (b) Increased Motive Power --through the purchase of locomotive spare parts, improved locomotive repair and maintenance, and training. (c) Improved Train Operations --through organizational changes, minor capital investments, and technical assistance. - vi - Estimated Prolect Cost: (including taxes and duties, estimated at about US$2.8 million equivalent) Foreign 2 of Z of Local Total Foreign Base -- (million US$'s)-- Exchange Costs A. Institutional Development Corporate Mgement 0.4 1.8 2.2 82 6 Operational Management 0.3 1.2 1.5 80 4 Human Resources 1.1 2.2 3.3 67 9 1.8 5.2 7.0 74 19 B. Motive Power Availability Increase 1.7 15.2 16.9 90 45 Workshop Recruiting 1.5 3.8 5.3 72 15 3.2 19.0 22.2 86 60 C. Operational Improvements Traffic Management 0.6 1.8 2.4 75 7 Permanent Way Efficiency 1.0 4.0 5.0 80 14 1.6 5.8 7.4 78 21 TOTAL BASE COSTS 6.6 30.0 36.6 82 100 Physical Contingencies 0.7 3.0 3.7 81 10 Price Contingencies 1.0 4.2 5.2 81 14 TOTAL PROJECT COSTS 8.3 37.2 45.5 82 124 Financing Plan: Local Foreign Total ----- US$ million ---- ODA 0.0 13.3 13.3 IDA 4.1 23.9 28.0 Kenya Railways 4.2 0.0 4.2 Total Expenditures 8.3 37.2 45.5 ss. ~ m ,.= m - vii- Estimated Disbursements: FY88 FY89 FY90 FY91 FY92 FY93 FY94 FY95 ------ - US$ million ------------- IDA Credit: Annual 0.6 3.6 5.9 6.2 5.0 3.6 2.3 0.8 Cumulative 0.6 4.2 10.1 16.3 21.3 24.9 27.2 28.0 Economic Rate of Return: 20% Benefits and Risks: The main economic benefits of this project are expected to be savings in transportation casts. The project will enable Kenya Railways (KR) te carry more freight traffic than it could carry without the project, at a lower cost than road transporters. The economic rate of return of the project was calculated at 20%. The institutional development benefits of the project are also expected to be substantial and can be expected to contribute to improving management of the parastatal sector in Kenya. The major risk of the project is that the projected increase in rail traffic fails to materialize because of insufficient Government support for railway reform or ineffective use of techuical assistance by KR. The Cabinet's approval of KR's Corporate Plan and an intensive supervision effort to ensure understanding of and support for this project at all levels of Government should mitigate this risk. The sensitivity analysis shows that if benefits were 20S lower than projected the project's economic rate of return would still be satisfactory at 162. Nap: IBAD 14712R Kenya May 14, 1987 KENYA SECONDRAILWAY PROJECT I. INTRODUCTION 1.01 The Government of Kenya has requested the Bank Group's financing for a project to provide training and technical assistance and urgently needed equipment and spares to Kenya Railways Corporation (KR). The estimated project cost is US$45.5 million equivalent with a foreign exchange component of 822. KR would contribute US$4.2 million equivalent to the project; the UK about £8.0 million (US$13.3million equivalent);and IDA, US$28.0 million equivalent. 1.02 The proposed project would be the Bank Group's second operation with KR. Its major objective would be to support institutional reform and structural adjustment of the railway sector. In the short term, the project aims to improve KR's performance through the provision of technical assistance, appropriate training and essential equipment and spares.
Recommended publications
  • Prices and Costs in the Railway Sector
    ÉCOLE POLYTECHNIQUE FÉDÉRALEDE LAUSANNE ENAC - INTER PRICESPRICES AND AND COSTS COSTS ININ THE THE RAILWAY RAILWAY SECTOR SECTOR J.P.J.P. Baumgartner Baumgartner ProfessorProfessor JanuaryJanuary2001 2001 EPFL - École Polytechnique Fédérale de Lausanne LITEP - Laboratoire d'Intermodalité des Transports et de Planification Bâtiment de Génie civil CH - 1015 Lausanne Tél. : + 41 21 693 24 79 Fax : + 41 21 693 50 60 E-mail : [email protected] LIaboratoire d' ntermodalité des TEP ransports t de lanification URL : http://litep.epfl.ch TABLE OF CONTENTS Page 1. FOREWORD 1 2. PRELIMINARY REMARKS 1 2.1 The railway equipment market 1 2.2 Figures and scenarios 1 3. INFRASTRUCTURES AND FIXED EQUIPMENT 2 3.1 Linear infrastructures and equipment 2 3.1.1 Studies 2 3.1.2 Land and rights 2 3.1.2.1 Investments 2 3.1.3 Infrastructure 2 3.1.3.1 Investments 2 3.1.3.2 Economic life 3 3.1.3.3 Maintenance costs 3 3.1.4 Track 3 3.1.4.1 Investment 3 3.1.4.2 Economic life of a main track 4 3.1.4.3 Track maintenance costs 4 3.1.5 Fixed equipment for electric traction 4 3.1.5.1 Investments 4 3.1.5.2 Economic life 5 3.1.5.3 Maintenance costs 5 3.1.6 Signalling 5 3.1.6.1 Investments 5 3.1.6.2 Economic life 6 3.1.6.3 Maintenance costs 6 3.2 Spot fixed equipment 6 3.2.1 Investments 7 3.2.1.1 Points, switches, turnouts, crossings 7 3.2.1.2 Stations 7 3.2.1.3 Service and light repair facilities 7 3.2.1.4 Maintenance and heavy repair shops for rolling stock 7 3.2.1.5 Central shops for the maintenance of fixed equipment 7 3.2.2 Economic life 8 3.2.3 Maintenance costs 8 4.
    [Show full text]
  • Rail Terminal Facilities
    THE ASIAN JOURNAL Volume 16 April 2009 Number 1 JOURNAL OF TRANSPORT AND INFRASTRUCTURE RAIL TERMINAL FACILITIES Infrastructural Challenges for India’s Future Economic Growth: Hopes from Railways G. K. Chadha Terminals on Indian Railways S. B. Ghosh Dastidar Port Based Rail Freight Terminal Development – Design and Operational Features Poul V. Jensen & Niraja Shukla New Management Model for Railway Freight Terminals Indra Ghosh Bulk Freight Terminals on Indian Railways: Evolution and Options G. D. Brahma Freight Terminal Development Sine Qua Non of Logistics Development Sankalp Shukla Multimodal Hubs for Steel Transportation and Logistics Juergen Albersmann CASE STUDY Jawaharlal Nehru Port: Terminal and Transit Infrastructure Raghu Dayal THE ASIAN JOURNAL Editorial Board K. L. Thapar (Chairman) Dr. Y. K. Alagh Prof. S. R. Hashim T.C.A. Srinivasa-Raghavan © April 2009, Asian Institute of Transport Development, New Delhi. All rights reserved ISSN 0971-8710 The views expressed in the publication are those of the authors and do not necessarily reflect the views of the organizations to which they belong or that of the Board of Governors of the Institute or its member countries. Published by Asian Institute of Transport Development 13, Palam Marg, Vasant Vihar, New Delhi-110 057 INDIA Phone: +91-11-26155309 Telefax: +91-11-26156294 Email: [email protected], [email protected] Website: www.aitd.net CONTENTS Introductory Note i Infrastructural Challenges for India’s Future Economic Growth: Hopes from Railways 1 G. K. Chadha Terminals on Indian Railways 27 S. B. Ghosh Dastidar Port Based Rail Freight Terminal Development – Design and Operational Features 40 Poul V.
    [Show full text]
  • Railway Correspondence & Travel Society
    The R.C.T.S. is a Charitable Incorporated Organisation registered with The Charities Commission Registered No. 1169995. THE RAILWAY CORRESPONDENCE AND TRAVEL SOCIETY PHOTOGRAPHIC LIST LIST 5 - ROLLING STOCK (OTHER THAN COACHING STOCK) JULY 2019 The R.C.T.S. is a Charitable Incorporated Organisation registered with The Charities Commission Registered No. 1169995. www.rcts.org.uk VAT REGISTERED No. 197 3433 35 R.C.T.S. PHOTOGRAPHS – ORDERING INFORMATION The Society has a collection of images dating from pre-war up to the present day. The images, which are mainly the work of late members, are arranged in in fourteen lists shown below. The full set of lists covers upwards of 46,900 images. They are : List 1A Steam locomotives (BR & Miscellaneous Companies) List 1B Steam locomotives (GWR & Constituent Companies) List 1C Steam locomotives (LMS & Constituent Companies) List 1D Steam locomotives (LNER & Constituent Companies) List 1E Steam locomotives (SR & Constituent Companies) List 2 Diesel locomotives, DMUs & Gas Turbine Locomotives List 3 Electric Locomotives, EMUs, Trams & Trolleybuses List 4 Coaching stock List 5 Rolling stock (other than coaches) List 6 Buildings & Infrastructure (including signalling) List 7 Industrial Railways List 8 Overseas Railways & Trams List 9 Miscellaneous Subjects (including Railway Coats of Arms) List 10 Reserve List (Including unidentified images) LISTS Lists may be downloaded from the website http://www.rcts.org.uk/features/archive/. PRICING AND ORDERING INFORMATION Prints and images are now produced by ZenFolio via the website. Refer to the website (http://www.rcts.org.uk/features/archive/) for current prices and information. NOTES ON THE LISTS 1.
    [Show full text]
  • Dynamic Load Computational Modelling of Containers Placed on a Flat Wagon at Railroad Ferry Transportation
    Dynamic load computational modelling of containers placed on a flat wagon at railroad ferry transportation Oleksij Fomin1, Alyona Lovska2, Václav Píštěk3, Pavel Kučera4 1State University of Infrastructure and Technologies, Kyrylivska str., 9, 04071, Kyiv, Ukraine 2Ukrainian State University оf Railway Transport, Feierbakh sq., 7, 61050, Kharkiv, Ukraine 3, 4Brno University of Technology, Technická 2896/2, 616 69, Brno, Czech Republic 2Corresponding author E-mail: [email protected], [email protected], [email protected], [email protected] Received 26 October 2019; accepted 2 November 2019 DOI https://doi.org/10.21595/vp.2019.21132 Copyright © 2019 Oleksij Fomin, et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Abstract. The article presents result of computational modelling of container dynamic load during transportation as a part of trains of intermodal transport on a railway ferry. The computational models were developed which account the movement of the container with regard to the frame of the flat wagon while moving of the railway ferry. It was assumed that there is no movement of the flat wagon with regard to the deck, since these movements were limited by fastening means. The obtained acceleration rates, as components of the dynamic loads acting on the container, were accounted while determining the containers stability coefficient with regard to the flat wagons. The railway ferry heeling angles which ensure the stability of the containers were determined. The researches will ensure safety of transportation of containers as a part of trains of intermodal transport on a railway ferry, as well as increase the efficiency of operation of intermodal transport in the international transport.
    [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]
  • United Nations
    Informal document WP.24 No. 1 (2015) Distr.: Restricted 24 November 2015 English Original: English, French and Russian Working Party on Intermodal Transport and Logistics Fifty –seventh session Geneva, 10–11 November 2014 Item 8 (a) of the provisional agenda Annual themes on Intermodal Transport and Logistics: Follow-up to the 2013 workshop on weights and dimensions of Intermodal Transport Units (ITU) Modular Loading Units and Modular Cargo Transport Complexes Submitted by Firma Gloria 1. Introduction The structure of the rolling stock and container fleet of a 1520-mm track gauge, formed to ensure the operation of the former USSR national economy, unexposed to the outside world, does not meet the new political and economical changes that have occurred in Eurasia. With the emergence of independent states, private operators, private wagon owners, manufacturers and entrepreneurs of the small and medium businesses, amid the processes of privatization and market economy development, there arose a conflict of their interests and views on the required structure of the rolling stock and container fleet, the sources for their investment, the order of their use and management. 2. Characteristics of wagons for a 1520-mm track gauge The rolling stock of a 1520-mm track gauge consists of the so-called "multipurpose" wagons (platforms, open-top and covered wagons), designed to carry a wide range of cargoes and having a dual purpose, and the special, "purpose-built" wagons designed for the transportation of certain narrow range of cargoes. The special wagon bodies are purposely designed and sized for such cargoes in order to reduce the cargo owners’ costs for loading, transportation and unloading.
    [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]
  • Research Into the Strength of an Open Wagon with Double Sidewalls Filled with Aluminium Foam
    materials Article Research into the Strength of an Open Wagon with Double Sidewalls Filled with Aluminium Foam Oleksij Fomin 1 , Mykola Gorbunov 2, Juraj Gerlici 3 , Glib Vatulia 4, Alyona Lovska 5 and Kateryna Kravchenko 3,* 1 Department of Cars and Carriage Facilities, State University of Infrastructure and Technologies, Kyrylivska Str., 9, 04071 Kyiv, Ukraine; [email protected] 2 Department of Railway, Automobile Transport and Handling Machines, Volodymyr Dahl East Ukrainian National University, Central Avenue 59a, 93400 Sewerodonetsk, Ukraine; [email protected] 3 Department of Transport and Handling Machines, University of Zilina, Univerzitna 1, 010 26 Zilina, Slovakia; [email protected] 4 Department of Structural Mechanics and Hydraulics, Ukrainian State University of Railway Transport, Feuerbach Square 7, 61050 Kharkiv, Ukraine; [email protected] 5 Department of Wagon Engineering and Product Quality, Ukrainian State University of Railway Transport, Feuerbach Square 7, 61050 Kharkiv, Ukraine; [email protected] * Correspondence: [email protected]; Tel.: +421-944-100-382 Abstract: The research is concerned with the use of double walls filled with aluminium foam for an open wagon in order to decrease the dynamic stresses during the operational modes. The research presents the strength calculation for the bearing structure of an open wagon with consideration of the engineering solutions proposed. It was found that the maximum equivalent stresses appeared in the bottom section of the centre sill behind the back support; they amounted to about 315 MPa and did not exceed the allowable values. The maximum displacements were detected in the middle Citation: Fomin, O.; Gorbunov, M.; section of the centre sill and amounted to 9.6 mm.
    [Show full text]
  • Deflection Estimation of Edge Supported Reinforced Concrete
    STATUS OF RAILWAY TRACKS AND ROLLING STOCKS IN BANGLADESH Md. Tareq Yasin DEPARTMENT OF CIVIL ENGINEERING BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY May, 2010 STATUS OF RAILWAY TRACKS AND ROLLING STOCKS IN BANGLADESH by Md. Tareq Yasin MASTER OF ENGINEERING IN CIVIL ENGINEERING (Transportation) Department of Civil Engineering BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY, DHAKA 2010 ii The thesis titled “STATUS OF RAILWAY TRACKS AND ROLLING STOCKS IN BANGLADESH”, Submitted by Md. Tareq Yasin, Roll No: 100504413F, Session: October-2005, has been accepted as satisfactory in partial fulfilment of the requirement for the degree of Master of Engineering in Civil Engineering (Transportation). BOARD OF EXAMINERS 1. __________________________ Dr. Hasib Mohammed Ahsan Chairman Professor (Supervisor) Department of Civil Engineering BUET, Dhaka-1000 2. __________________________ Dr. Md. Zoynul Abedin Member Professor & Head Department of Civil Engineering BUET, Dhaka-1000 3. __________________________ Dr. Md. Mizanur Rahman Member Associate Professor Department of Civil Engineering BUET, Dhaka-1000 iii CANDIDATE’S DECLARATION It is hereby declared that this project or any part of it has not been submitted elsewhere for the award of any degree or diploma. ____________________ (Md. Tareq Yasin) iv ACKNOWLEDGEMENTS First of all, the author wishes to convey his profound gratitude to Almighty Allah for giving him this opportunity and for enabling him to complete the project successfully. This project paper is an accumulation of many people’s endeavor. For this, the author is acknowledged to a number of people who helped to prepare this and for their kind advices, suggestions, directions, and cooperation and proper guidelines for this. The author wishes to express his heartiest gratitude and profound indebtedness to his supervisor Dr.
    [Show full text]
  • Design and Heat Release Rate Test of Freight Carriage Model
    GBEM IOP Publishing IOP Conf. Series: Earth and Environmental Science1234567890 186 (2018) ‘’“” 012013 doi :10.1088/1755-1315/186/5/012013 Design and heat release rate test of freight carriage model H Weiping1, L Yi 1, L Xin 1, J Lishuai1, L Wanfu2, Xu Zhisheng 3, Y Dongxing 1, T Liwei 1, Z Xianzhong1, X Jianjun1, H Guang1, W Jianqiang1 1Tianjin Fire Research Institute of MPS; 2Tianjin University of Commerce; 3Central South University Abstract. The purpose of this paper was to ensure freight carriage’s combustion time. Firstly, the freight carriage’s fire load was obtained by reviewing papers. The freight carriage’s HRR would be over 10 MW if burning time was enough. Secondly, the freight carriage model was designed referencing the real freight carriage’s parameters. The standard combustible material cup boxes were used to simulate freight materials. Thirdly, the freight carriage model’s HRR was tested using 10 MW cone calorimeter. Fitting curve was obtained based on t2 fire model. Further study should focus on freight carriage model’s fire extinguishing experiment. 1. Introduction Modern traffic had sped up passengers and freights’ circulation effectively. There were still some fire risk in the high speed train. If the freight train with locomotives got fire in tunnel, economical loss and political influence were both serious [1]. For example, the 2008 Channel Tunnel fire occurred on 11 September. The fire spread to neighboring trucks on the train and destroyed six carriages and one locomotive. The high temperature reached 1000 °C and even destroyed the tunnel rooftop, which led to the Channel Tunnel’s close for more than 2 days.
    [Show full text]
  • New Designs of Wagon
    New Design of Wagons AK Khosla Jindal Rail Infrastructure Ltd. Presentation Outline Wagon Holding on IR Type of Wagons on IR Max Moving Dimensions & Fixed structures Design Criteria Drivers for New Wagon Designs Brief on Jindal Rail Infrastructure Ltd. Presentation Outline Wagon Holding on IR Type of Wagons on IR Max Moving Dimensions & Fixed structures Design Criteria Drivers for New Wagon Designs Brief on Jindal Rail Infrastructure Ltd. Wagon Holding on Indian Railways TYPE OF WAGON WAGONS TOTAL QTY. OPEN WAGON BOXN,BOXNHS,BOXNHL,BOXNLW,BOY,BOST,BO 1,37,360 STHSM2,BOXNLW, BOXNS COVERED WAGON BCNA, BCNHL, BCNAHS 70,239 FLAT WAGON BFNS,BRNA,BRN22.9,BRHNEHS, 11,694 HOPPER WAGON BOBYN,BOBYN22.9,BOBRN,BOBRNHS,BCFC,BO 25,196 BRNHSM1,BOBRNAL,BOBSN BRAKE VAN WAGON BVZI,BVZC,BVCM 5,982 TANK WAGON BTPN,BTPGLN,BTFLN 14,066 CONTAINER WAGON BLC/BLL 14,891 SPECIAL PURPOSE BCACBM (A-CAR/B-CAR), BOM, BWT & Others 6,780 WAGON Total 2,86,208 Presentation Outline Wagon Holding on IR Wagon Types on IR Max Moving Dimensions & Fixed structures Design Criteria Drivers for New Wagon Designs Brief on Jindal Rail Infrastructure Ltd. Wagon Types on Indian Railways OPEN WAGONS BOXNHL WAGON BOXNHS WAGON SALIENT FEATURE BOXNHL BOXNHS BOXNS BOY Material of Construction IRS M44, CRF IS 2062 E250 IS 2062 E450 BR IS:2062E250 A CU & section A CU CU IRSM41 Type of Commodity Coal Coal Coal minerals/ore Loading Top loading Top loading Top loading Top loading Unloading Side doors & Side doors & Tippling operation Or Grabber Tippling Grabber Grabber operation Length over head stock (mm) 10034 9784 9784 11000 Length over couplers (mm) 10963 10713 10713 11929 Length inside (mm) 10034 9784 9784 10990 Width inside/Width Overall (mm) 3022/3250 2950/3200 3111/3135 2924/3134 Height inside/Height(max.)from RL.
    [Show full text]
  • Finished Vehicle Logistics by Rail in Europe
    Finished Vehicle Logistics by Rail in Europe Version 3 December 2017 This publication was prepared by Oleh Shchuryk, Research & Projects Manager, ECG – the Association of European Vehicle Logistics. Foreword The project to produce this book on ‘Finished Vehicle Logistics by Rail in Europe’ was initiated during the ECG Land Transport Working Group meeting in January 2014, Frankfurt am Main. Initially, it was suggested by the members of the group that Oleh Shchuryk prepares a short briefing paper about the current status quo of rail transport and FVLs by rail in Europe. It was to be a concise document explaining the complex nature of rail, its difficulties and challenges, main players, and their roles and responsibilities to be used by ECG’s members. However, it rapidly grew way beyond these simple objectives as you will see. The first draft of the project was presented at the following Land Transport WG meeting which took place in May 2014, Frankfurt am Main. It received further support from the group and in order to gain more knowledge on specific rail technical issues it was decided that ECG should organise site visits with rail technical experts of ECG member companies at their railway operations sites. These were held with DB Schenker Rail Automotive in Frankfurt am Main, BLG Automotive in Bremerhaven, ARS Altmann in Wolnzach, and STVA in Valenton and Paris. As a result of these collaborations, and continuous research on various rail issues, the document was extensively enlarged. The document consists of several parts, namely a historical section that covers railway development in Europe and specific EU countries; a technical section that discusses the different technical issues of the railway (gauges, electrification, controlling and signalling systems, etc.); a section on the liberalisation process in Europe; a section on the key rail players, and a section on logistics services provided by rail.
    [Show full text]