Cb(4)1099/16-17(01)
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Final Report
Transport and Housing Bureau The Government of the Hong Kong SAR FINAL REPORT Consultancy Services for Providing Expert Advice on Rationalising the Utilization of Road Harbour Crossings In Association with September 2010 CONSULTANCY SERVICES FOR PROVIDING EXPERT ADVICE ON RATIONALISING THE UTILISATION OF ROAD HARBOUR CROSSINGS FINAL REPORT September 2010 WILBUR SMITH ASSOCIATES LIMITED CONSULTANCY SERVICES FOR PROVIDING EXPERT ADVICE ON RATIONALISING THE UTILISATION OF ROAD HARBOUR CROSSINGS FINAL REPORT TABLE OF CONTENTS Chapter Title Page 1 BACKGROUND AND INTRODUCTION .......................................................................... 1-1 1.1 Background .................................................................................................................... 1-1 1.2 Introduction .................................................................................................................... 1-1 1.3 Report Structure ............................................................................................................. 1-3 2 STUDY METHODOLOGY .................................................................................................. 2-1 2.1 Overview of methodology ............................................................................................. 2-1 2.2 7-stage Study Methodology ........................................................................................... 2-2 3 IDENTIFICATION OF EXISTING PROBLEMS ............................................................. 3-1 3.1 Existing Problems -
Summary of Rock-Property Measurements for Hong Kong Tuff Samples
LBNL-58878 Summary of Rock-Property Measurements for Hong Kong Tuff Samples Patrick Dobson and Seiji Nakagawa Earth Sciences Division September 2005 LBNL-58878 Summary of Rock-Property Measurements for Hong Kong Tuff Samples Patrick Dobson and Seiji Nakagawa Earth Sciences Division Ernest Orlando Lawrence Berkeley National Laboratory University of California Berkeley, California 94720 September 2005 This work was supported by the Director, Office of Science, Laboratory Directed Research and Development, of the U.S. Department of Energy under Contract No. DE-AC03-76SF00098. Summary A series of rock-property measurements was performed on a suite of rhyolitic tuff samples from the area above the Aberdeen Tunnel of Hong Kong. The goal of this study was to determine the mechanical properties of these samples after weathering. This report contains petrographic descriptions, porosity, bulk and grain density, as well as ultrasonic measurements, elastic modulii calculations, and rock-strength determinations. Variations in rock properties are related to alteration and the presence of fractures in the tuff. Granitic rocks located adjacent to the altered tuffs would be better candidates for underground excavations. Introduction Four rock samples received from Dr. Kam-Biu Luk (LBNL Physics Division) had previously been collected from the vicinity of the Aberdeen Tunnel on Hong Kong Island. The rock samples were obtained from surface outcrops rather than from the interior of the tunnel (the tunnel is most likely lined with cement, thus precluding sampling). Core plugs measuring 2.54 cm in diameter (1”) that were obtained from the hand samples were used for the rock-property measurements (Figure 1). Figure 1. -
Government Tolled Tunnels + Control Area LC Paper No. CB(4)
LC Paper No. CB(4)346/20-21(01) Government Tolled Tunnels + Control Area Legislative Council Panel on Transport Meeting on 5 Jan 2021 Smart Mobility Initiative Smart City Smart Mobility Blueprint Roadmap 2 Free-Flow Tolling System (FFTS) Free-FlowNo Toll Booths Tolling 3 How to Install 1 Vehicle-specific Toll Tag 2 Affix to Windscreen Issue to Vehicle Owners, No Power Supply Required Linked to a Specific Vehicle Easy to Install 4 How to Use 1 Drive at Normal Speed 2 Passage of Toll Point 3 Auto Payment 4 APP Notification 7:30 18 December 2020 Now Location : CHT (KL Bound) Toll : HK$20.0 Date : 18 Dec 2020 Time : 7:30am Payment : Toll Tag - AutoPay 5 How to Pay Multiple Mobile App / Website Payment Means AutoPay Bank Account 234-456-123-234 $ i Stored-value Lion Rock 2min ago Credit Card Dir : To Kowloon Facility Date : 12 Dec 2020, 7:30am Toll : HK$8.0 Lion Rock 1day ago Dir : To Shatin Date : 12 Dec 2020, 6:30pm Cash (only for Toll : HK$8.0 payment in arrears) Lion Rock 1day ago Dir : To Kowloon Date : 12 Dec 2020, 7:30am Toll : HK$8.0 Refreshed now16/1/202 TKO-LTT3 unread Tunnel messages 2 6 Alternatives Toll Tag No Toll Tag (not linked to a specific vehicle) 1 Procure according to Vehicle 1 Recognise Licence Plate Type Number 2 No Vehicle Information 2 Payment in Arrears within Grace 3 Stored-value Account Period 4 Top-Up at Designated Locations 7 Toll Recovery Mechanism 1 2 Auto Payment Vehicle without Unsuccessful Toll Tag electronic notification electronic notification Payment in Arrears within Grace Period settled within not settled within grace period grace period Notification to Payment Responsible Person Completed demanding for Unpaid Toll plus Surcharges 8 Toll Liability – Responsible Person Existing FFTS . -
CSX Baltimore Division Timetable
NORTHERN REGION BALTIMORE DIVISION TIMETABLE NO. 4 EFFECTIVE SATURDAY, JANUARY 1, 2005 AT 0001 HOURS CSX STANDARD TIME C. M. Sanborn Division Manager BALTIMORE DIVISION TABLE OF CONTENTS GENERAL INFORMATION SPECIAL INSTRUCTIONS DESCRIPTION PAGE INST DESCRIPTION PAGE 1 Instructions Relating to CSX Operating Table of Contents Rules Timetable Legend 2 Instructions Relating to Safety Rules Legend – Sample Subdivision 3 Instructions Relating to Company Policies Region and Division Officers And Procedures Emergency Telephone Numbers 4 Instructions Relating to Equipment Train Dispatchers Handling Rules 5 Instructions Relating to Air Brake and Train SUBDIVISIONS Handling Rules 6 Instructions Relating to Equipment NAME CODE DISP PAGE Restrictions Baltimore Terminal BZ AV 7 Miscellaneous Bergen BG NJ Capital WS AU Cumberland CU CM Cumberland Terminal C3 CM Hanover HV AV Harrisburg HR NI Herbert HB NI Keystone MH CM Landover L0 NI Lurgan LR AV Metropolitan ME AU Mon M4 AS Old Main Line OM AU P&W PW AS Philadelphia PA AV Pittsburgh PI AS.AT Popes Creek P0 NI RF&P RR CQ S&C SC CN Shenandoah SJ CN Trenton TN NI W&P WP AT CSX Transportation Effective January 1, 2005 Albany Division Timetable No. 5 © Copyright 2005 TIMETABLE LEGEND GENERAL F. AUTH FOR MOVE (AUTHORITY FOR MOVEMENT) Unless otherwise indicated on subdivision pages, the The authority for movement rules applicable to the track segment Train Dispatcher controls all Main Tracks, Sidings, of the subdivision. Interlockings, Controlled Points and Yard Limits. G. NOTES STATION LISTING AND DIAGRAM PAGES Where station page information may need to be further defined, a note will refer to “STATION PAGE NOTES” 1– HEADING listed at the end of the diagram. -
Design of Pantograph-Catenary Systems by Simulation
Challenge E: Bringing the territories closer together at higher speeds Design of pantograph-catenary systems by simulation A. Bobillot*, J.-P. Massat+, J.-P. Mentel* *: Engineering Department, French Railways (SNCF), Paris, France +: Research Department, French Railways (SNCF), Paris, France Corresponding author: Adrien Bobillot ([email protected]), Direction de l’Ingénierie, 6 Av. François Mitterrand, 93574 La Plaine St Denis, FRANCE Abstract The proposed article deals with the pantograph-catenary interface, which represents one of the most critical interfaces of the railway system, especially when running with multiple pantographs. Indeed, the pantograph-catenary system is generally the first blocking point when increasing the train speed, due to the phenomenon known as the “catenary barrier” – in reference to the sound barrier – which refers to the fact that when the train speed reaches the propagation speed of the flexural waves in the contact wire a singularity emerges, creating particularly high level of fluctuations in the contact wire. When operating in a multiple unit configuration, the pantograph-catenary system is even more critical, since the trailing pantograph(s) experiences a catenary that is already swaying due to the passage of the leading pantograph. The article presents the mechanical specificities of the pantograph-catenary system and the way the OSCAR© software deals with them. The resonances of the system are then analysed, and a parametric study is performed on both the pantograph and the catenary. 1. Introduction The main aim of a catenary system is to ensure an optimum current collection for train traction. The commercial speed of trains is nowadays not limited by the engine power but one of the main challenges is to ensure a permanent contact between pantograph(s) and overhead line. -
TCRP Report 7: Reducing the Visual Impact of Overhead Contact Systems
T RANSIT COOPERATIVE RESEARCH PROGRAM SPONSORED BY The Federal Transit Administration TCRP Report 7 Reducing the Visual Impact of Overhead Contact Systems Transportation Research Board National Research Council TCRP OVERSIGHT AND PROJECT TRANSPORTATION RESEARCH BOARD EXECUTIVE COMMITTEE 1995 SELECTION COMMITTEE CHAIR ROD J. DIRIDON OFFICERS Int'l Institute for Surface Transportation Chair: Lillian C. Borrone, Director, Port Commerce Dept., The Port Authority of New York and New Policy Study Jersey MEMBERS Vice Chair: James W. VAN Loben Sels, Director, California Department of Transportation SHARON D. BANKS Executive Director: Robert E. Skinner, Jr., Transportation Research Board AC Transit LEE BARNES MEMBERS Barwood, Inc. GERALD L. BLAIR EDWARD H. ARNOLD, Chair and President, Arnold Industries, Lebanon, PA Indiana County Transit Authority SHARON D. BANKS, General Manager, AC Transit, Oakland, CA MICHAEL BOLTON BRIAN J. L. BERRY, Lloyd Viel Berkner Regental Professor & Chair, Bruton Center for Development Capital Metro Studies, The University of Texas at Dallas SHIRLEY A. DELIBERO DWIGHT M. BOWER, Director, Idaho Department of Transportation New Jersey Transit Corporation JOHN E. BREEN, The Nasser I. Al-Rashid Chair in Civil Engineering, The University of Texas at SANDRA DRAGGOO Austin CATA WILLIAM F. BUNDY, Director, Rhode Island Department of Transportation LOUIS J. GAMBACCINI DAVID BURWELL, President, Rails-to-Trails Conservancy, Washington, DC A. RAY CHAMBERLAIN, Vice President, Freight Policy, American Trucking Associations, Inc., SEPTA Alexandria, VA (Past Chair, 1993) DELON HAMPTON RAY W. CLOUGH, Nishkian Professor of Structural Engineering, Emeritus, University of California, Delon Hampton & Associates Berkeley RICHARD R. KELLY JAMES C. DELONG, Director of Aviation, Denver International Airport, Denver, CO Port Authority Trans-Hudson Corp. -
Head 6 — ROYALTIES and CONCESSIONS
Head 6 — ROYALTIES AND CONCESSIONS Details of Revenue Sub- Actual Original Revised head revenue estimate estimate Estimate (Code) 2017–18 2018–19 2018–19 2019–20 ————— ————— ————— ————— $’000 $’000 $’000 $’000 020 Quarries and mining ........................................... 129,433 95,813 98,146 94,133 030 Bridges and tunnels ............................................ 2,301,464 2,775,043 2,466,554 2,512,884 070 Petrol filling ....................................................... 2,126 2,104 2,353 2,376 100 Parking ............................................................... 434,075 425,890 453,202 468,498 170 Vehicle examination .......................................... 50,044 53,391 51,431 51,431 201 Slaughterhouse concessions ............................... 29,001 28,300 28,447 28,447 202 Other royalties and concessions ......................... 295,814 296,492 303,715 345,475 ————— ————— ————— ————— Total ........................................................ 3,241,957 3,677,033 3,403,848 3,503,244 Description of Revenue Sources This revenue head covers royalties payable by franchised companies, revenue from government car parks, bridges and tunnels, petrol filling stations and various other royalties and concessions. Subhead 020 Quarries and mining covers royalties from quarry contracts and mining leases. Subhead 030 Bridges and tunnels covers royalties from the Tate’s Cairn Tunnel on or before 10 July 2018 and Discovery Bay Tunnel; revenue from Route 8 between Cheung Sha Wan and Sha Tin; and concessions payable by contractors assuming management responsibilities for the Aberdeen Tunnel, Kai Tak Tunnel, Lion Rock Tunnel, Shing Mun Tunnels, Tseung Kwan O Tunnel, the Tsing Ma Control Area, the Cross-Harbour Tunnel, the Eastern Harbour Crossing, and with effect from 11 July 2018, the Tate’s Cairn Tunnel. Subhead 070 Petrol filling covers royalties from three petrol filling stations of oil companies in Hong Kong. -
Current Collection Technical Guide
TRANSPORTATION CURRENT COLLECTION TECHNICAL GUIDE l Contact strips rd l 3 rail shoes 1 INTRODUCTION: WHat IS CURRENT COLLECTION? p.3 2 CURRENT COLLECTION USING PantoGRAPH SYstEMS p.4 Grade selection for Overhead Current Collection p.5 l Voltage families p.5 l How to select the correct grade for a carbon strip? p.6 ontents l Current to be collected p.6 C l Operating linear current density p.6 l Current at standstill p.7 l Mersen grades for overhead Current Collection p.8 l Why is there a limit to copper content? p.9 l Why the need for low temperature? p.9 Contact strip designs p.10 Contact strip Service Life time p.11 3 CURRENT COLLECTION USING THIRD OR FOUrtH RAIL p.12 Characteristics of Current Collection Device (CCD) shoes p.13 Mersen grades for CCD shoes p.13 CCD shoe designs p.14 4 UNDErstanDING CURRENT COLLECTION GRADES p.15 Overview of Current Collection grade manufacture p.15 The advantages of carbon for Current Collection p.16 Major factors influencing the performance of contact strips or CCD shoes p.17 Typical examples of contact strips in service. p.18 5 MERSEN’S OFFER for CURRENT COLLECTION p.20 Our range of solutions p.20 What we guarantee our customers p.20 A continuous innovative approach p.21 6 APPENDICES p.22 How to order contact strips or CCD shoes? p.22 Contact strip for pantographs - Check list p.23 CCD shoes - Check list p.25 Carbon sections p.27 Carrier profiles p.28 The specifi cations or data contained in present catalogue are only given for information and do not create any undertakings whatsoever. -
To Browse the Annual Traffic Census 2018 on the Internet
THE ANNUAL TRAFFIC CENSUS -2018- TSSD Publication No. 19CAB1 While every caution has been taken to ensure the accuracy of the information contained in this publication, the Transport Department of the Hong Kong Special Administrative Region Government is not to be held liable for any loss or damage arising from the use of these data. Acknowledgement should be made in reproducing in any manner in whole or part of this publication. TRAFFIC SURVEY AND SUPPORT DIVISION August 2019 © THE GOVERNMENT OF THE HONG KONG SPECIAL ADMINISTRATIVE REGION SUMMARY During the year 2018, the annual average daily traffic (A.A.D.T.) in the territory showed the following changes as compared with that of 2017: General There were 784 434 vehicles licensed in Hong Kong at the end of 2018, representing an increase of 2.38% when compared with the corresponding figure in 2017. This total accounted for 90.7% of the number of registered vehicles. The highest percentage increase was found in private light bus, with a growth of 9.0%. There were 565 213 private cars licensed at the end of 2018. The number of franchised buses licensed was 6 151, an increase of 2.8% over 2017. The total number of goods vehicles licensed in 2018 was 117 567, showing an increase of 2.5% over 2017. During the year, road travel in the territory amounted to 38.25 million vehicle- kilometres per day. Of this total, 6.00 million vehicle-kilometres occurred on Hong Kong Island while 8.53 million vehicle-kilometres and 23.72 million vehicle- kilometres occurred in Kowloon and the New Territories respectively. -
The 1950S Were a Period of Huge Change for Hong Kong. the End of Japanese Occupation, the Establishment of the People’S Republic of China, the U.S
1950s The 1950s were a period of huge change for Hong Kong. The end of Japanese occupation, the establishment of the People’s Republic of China, the U.S. and U.N. trade embargoes on China and a mass influx of Mainland immigrants bringing low-cost labour to the city, shaped much of Hong Kong’s social and economic landscape during this decade. Coupled with ambitious infrastructure plans and investment-friendly policies, Hong Kong laid the foundations that, over the coming decades, were to create one of the world’s greatest trading hubs. It was during this time that Dragages was awarded the contract to construct what was to become an internationally recognised Hong Kong icon: the runway jutting out into Victoria Harbour for Kai Tak Airport. Other major projects soon followed, including the Shek Pik and Plover Cove Reservoirs, which became essential lifelines providing fresh water to Hong Kong’s rapidly growing population. For Dragages, it was a decade which was to establish its credentials as a leading partner in Hong Kong’s modernisation for the next 50 years. = = 1955 – 1958 Kai Tak Airport Runway Demand for marine expertise brings Dragages to Hong Kong Increasing demand for air travel combined with the growth in airplane size led the Hong Kong Government to plan the reconstruction and extension of the existing Kai Tak runway. By extending the runway two kilometres into Victoria Harbour, Hong Kong was the first city in the world to attempt such an ambitious project. The challenges of the project, requiring extensive dredging and more than 120 hectares of reclamation, called for a construction company with strong marine and dredging experience. -
American Railway Engineering and Maintenance of Way Association Letter Ballot
American Railway Engineering and Maintenance of Way Association Letter Ballot 1. Committee and Subcommittee: Committee 33 – Electrical Energy Utilization, no subcommittee 2. Letter Ballot Number: 19-33-01 3. Assignment: 33-02 4. Ballot Item: Revise Part 2 – Clearances 5. Rationale: General updates Draft Not yet Approved Clearances AREMA American Railway Engineering and Maintenance-of-Way Association Part 2 Clearances --- 20102020 --- TABLE OF CONTENTS Section/Article Description Page 2.0 Changes from 1995, and 2005 & 2010 Editions (20102020) . 33-2-2 . 2.0.1 General (20102020) . 33-2-2 . 2.1 Third Rail Arrangements (Draft20102020) . 33-2-3 . 33-2-3 2.1.1 General (20102020) . Approved. 33-2-4 . 2.1.2 Design, Construction and Maintenance Issues (2010) . 2.2 Recommended Clearance Specifications Criteria to Provide for Overhead 33-2-8 Electrification (2020) . 2.2.1 General (20102020) . 33-2-8 . 2.2.2 Design and Construction yetClearance (20102020 ) . 33-2-9 . 2.2.3 Vertical Clearance (20102020) . 33-2-9 . 2.2.4 Tolerances in the OCS System and Position of Track (20102020) . 33-2-10 . 2.2.5 Electrical Clearances from Energized Parts to Grounded Parts (Air Clearances) 33-2-11 (20102020) . 2.2.6 ClearancesNot from Energized Ancillary Conductors (2010) . 33-2-14 2.2.7 Altitude Compensation (20102020) . 33-2-14 . 2.2.8 Depth of Construction of the OCS at Supports (D) (20102020) . .. 33-2-16 AREMA Manual for Railway Engineering 33-2-1 Electrical Energy Utilization . 2.2.9 OCS Clearance Requirement at Overhead Structures (H) (20102020) . 33-2-17 . 2.2.10 Vertical Clearance Requirements at Overhead Structures (2010) . -
Railway Electric Power Feeding Systems Yasu Oura, Yoshifumi Mochinaga, and Hiroki Nagasawa
Technolo Technology Railway Technology Today 3 (Edited by Kanji Wako) Railway Electric Power Feeding Systems Yasu Oura, Yoshifumi Mochinaga, and Hiroki Nagasawa railways with many long tunnels or on and other countries to minimize rectifi- Introduction underground railways because the energy cation failures. Later advances in silicon efficiency is higher than steam or diesel commutator technology paved the way for Electric power technology in the railway locomotives and does not involve on- AC feeding systems using commercial fre- industry refers to the means of supplying board combustion. The high tractive force quencies in France and elsewhere. The good-quality electric power to the elec- also makes electric operation suitable for 25-kV system is used widely around the tric motors. It primarily consists of power lines running through hilly regions. As a world while Japan relies on a 25 kV sys- conversion technology at sub-stations, consequence, electric train operation tem for shinkansen and a 20-kV ac feed- feeding circuits for DC and AC feeding made remarkable progress. It started first ing system for ‘conventional’ railways. (In systems, and the structure, materials, mea- with direct-current feeding systems ca- this article, ‘conventional’ means all JNR/ surement, and maintenance of the elec- pable of driving a DC motor directly and JR narrow-gauge lines, all non-JR railways, tric overhead lines. offering high tractive force and easy speed and the Akita and Yamagata shinkansen, Power collection via the overhead line control. which were converted to standard gauge and pantograph, introduced nearly 100 Although a 3000-V dc feeding system is from narrow gauge.) years ago early in the history of electric widely used in many other countries, The three-phase, alternating-current feed- railways, remains basically unchanged in some Japanese railways using DC rely on ing system is used with induction motors physical appearance.