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El. knyga: Principles of Railway Location and Design

(Professor, School of Civil Engineering, Southwest Jiaotong University)
  • Formatas: PDF+DRM
  • Išleidimo metai: 25-Oct-2017
  • Leidėjas: Academic Press Inc
  • Kalba: eng
  • ISBN-13: 9780128134887
Kitos knygos pagal šią temą:
Principles of Railway Location and DesignDidesnis paveikslėlis
  • Formatas: PDF+DRM
  • Išleidimo metai: 25-Oct-2017
  • Leidėjas: Academic Press Inc
  • Kalba: eng
  • ISBN-13: 9780128134887
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Principles of Railway Location and Design examines classification and classing methods of railway networks and expresses theories and methods of railway route selection and design. Railway networks represent modal transfer, which significantly alleviates traffic congestion and pollution The book introduces capacity enhancing methods for existing railways and implementation plans and technical conditions for improving existing passenger railways, building new high speed railways and developing heavy haul railways.

The book covers ten areas of unfavorable geological conditions including slide areas, debris flow areas and earthquake areas. Practical solutions with detailed presentations have been provided. This valuable reference book summarizes and extracts the high speed railway route selection design. The book covers basic principles and methods by referring to research data of high speed railway technology in China and other countries, as well as engineering practice data.

  • Provides classification and classing methods of railway networks, integrated with principles and methods of railway route selection and design
  • Describes enhancing methods for existing railways, and an implementation plan for existing passenger railways, new high speed railways and heavy haul railways
  • Presents route selection principles and methods for regions with bad geological conditions, including landslide, debris flow and earthquake

Daugiau informacijos

The first book focusing on railway location and design, covering high-speed railway route selection principles and methods
Introduction 1(8)
Chapter 1 Railway Transport Capacity and Construction Standards
9(64)
1.1 Railway Traffic Volume and Design Period
9(11)
1.1.1 The Significance of Traffic Volume
9(1)
1.1.2 Economic Investigates and Traffic Forecasts
10(6)
1.1.3 Computation of Traffic Indices
16(4)
1.1.4 Design Period
20(1)
1.2 Railway Carrying Capacity in the Section
20(6)
1.2.1 Train Working Diagram
21(1)
1.2.2 Train Speed
22(1)
1.2.3 Carrying Capacity in Section
23(3)
1.3 Railway Traffic Capacity
26(3)
1.4 High-Speed Railway Transport Capacity
29(5)
1.4.1 Carrying Capacity of High-Speed Railway
29(3)
1.4.2 Traffic Capacity of High-Speed Railways
32(1)
1.4.3 The Utilization of Carrying Capacity of High-Speed Railway
33(1)
1.5 Railway Classification and Main Technical Standards
34(39)
1.5.1 Railway Classification
34(8)
1.5.2 The Main Technical Standards
42(22)
1.5.3 Comparison and Selection of Railway Main Technical Standards
64(4)
1.5.4 Synthetic Optimization Method for Railway Main Technical Standards
68(5)
Chapter 2 Traction Calculation
73(86)
2.1 Forces Acting on the Train
73(59)
2.1.1 Tractive Effort
73(25)
2.1.2 Train Running Resistance
98(21)
2.1.3 Braking Pressure of Train
119(13)
2.2 Train Motion Equation
132(4)
2.2.1 Train Motion Status
132(1)
2.2.2 Train Movement Equation
133(3)
2.3 Tractive Tonnage
136(9)
2.3.1 Computation of Tractive Tonnage
137(3)
2.3.2 Checking Tractive Tonnage
140(2)
2.3.3 Computation of Train Parameters
142(2)
2.3.4 The Tonnage Rating
144(1)
2.3.5 Adjusted Tonnage Ratings
144(1)
2.4 Train Running Speed and Time
145(14)
2.4.1 The Unit Resultant Force Curve
145(8)
2.4.2 Calculating Running Speed and Time
153(6)
Chapter 3 Railway Plane and Profile Design
159(114)
3.1 Introduction
159(3)
3.2 Design of Plane
162(45)
3.2.1 Composition of a Plane and Its Basic Alignment
162(1)
3.2.2 Straight Line
163(4)
3.2.3 Circular Curve
167(17)
3.2.4 Easement Curve or Transition Spiral
184(13)
3.2.5 Distance Between Centers of Main Lines
197(10)
3.3 Profile Design in Section
207(42)
3.3.1 The Maximum Grade
208(12)
3.3.2 Connection of Grade Section
220(10)
3.3.3 Length of Grade Section
230(6)
3.3.4 Compensation of Maximum Grade
236(10)
3.3.5 Effect of a Grade Section on Operating Expenses
246(3)
3.4 Plane and Profile Design at Bridge, Culvert, Tunnel and Subgrade
249(4)
3.4.1 Bridge and Culvert Zones
249(3)
3.4.2 Tunnel Zones
252(1)
3.5 Plane and Profile Design at Station Site
253(12)
3.5.1 Length of Station Site
253(3)
3.5.2 Line Plane
256(2)
3.5.3 Line Profile
258(5)
3.5.4 Plane and Profile Design at Both Ends of Station Site
263(2)
3.6 Line Plans and Profile Details
265(8)
3.6.1 Classification and Scale
266(1)
3.6.2 Line Plan
267(2)
3.6.3 Profile Details
269(4)
Chapter 4 Railway Location
273(96)
4.1 Basic Principles of Railway Location
273(5)
4.1.1 Natural Conditions Affecting Location of Railway Lines
273(2)
4.1.2 General Principles of Railway Location
275(1)
4.1.3 Steps and Methods of Railway Location
276(2)
4.2 Selection of Line Strike
278(14)
4.2.1 Governing Factors in Strike Selection
279(1)
4.2.2 General Rules in Selection of Strike
280(12)
4.3 Distribution and Position Selection of Stations
292(12)
4.3.1 Distribution of Stations
293(3)
4.3.2 Distribution of Intermediate Station, Passing Station, or Overtaking Station
296(2)
4.3.3 High-Speed Railway
298(3)
4.3.4 Rules for Selecting Positions of Intermediate Stations
301(3)
4.4 Basic Methods of Railway Location
304(11)
4.4.1 Location for the Section of Sufficient Grade
305(4)
4.4.2 Location for Section of Easy Grade
309(2)
4.4.3 Railway Location Considering Cross-Section
311(1)
4.4.4 Improvement of Plane and Profile
312(3)
4.5 Location in Complicated Geological Conditions
315(16)
4.5.1 Location in Landslide Zones
316(2)
4.5.2 Location in Talus Zones
318(1)
4.5.3 Location in Mudslide-Stricken Regions
319(1)
4.5.4 Location in Gully Regions
320(1)
4.5.5 Location in Karst Zones
321(4)
4.5.6 Location in Marsh Zones
325(1)
4.5.7 Location in Permafrost Regions
326(1)
4.5.8 Location in Desert Regions
326(1)
4.5.9 Location in High-Intensity Earthquake Regions
327(2)
4.5.10 Location in Reservoir Region
329(2)
4.6 Location in Sections of Bridge, Culvert, and Road Intersection
331(9)
4.6.1 Bridge and Culvert Section
331(3)
4.6.2 Relatively Favorable Engineering Geological Conditions
334(2)
4.6.3 Tunnel Section
336(2)
4.6.4 Intersection of Railway and Road
338(1)
4.6.5 Setting Condition of Crossing
339(1)
4.7 Railway Environment Location
340(8)
4.7.1 Environmental Problem Related to Railway Location
341(2)
4.7.2 General Principles of Railway Environment Location
343(4)
4.7.3 Railway Environment Location Based on Natural Environment Protection
347(1)
4.8 Computer Aided Railway Location and Alignment Design
348(21)
4.8.1 Digital Terrain Model
349(8)
4.8.2 Object Model of Computer Aided Route Design
357(2)
4.8.3 CAD Model of Route Selection
359(1)
4.8.4 Computer Aided Design of Profile
360(2)
4.8.5 Computer Aided Design of Route Plane
362(7)
Chapter 5 Technical and Economic Comparison of Schemes
369(34)
5.1 Basic Concepts of Technical and Economic Comparison
369(5)
5.1.1 The Role of Technical and Economic Comparison in Schemes
369(1)
5.1.2 Index in Technical and Economic Criterion
370(1)
5.1.3 The Classification of Schemes
371(1)
5.1.4 Brief Process of Technical and Economic Comparison of Schemes
372(2)
5.2 Basic Data of Economic Comparison
374(11)
5.2.1 Investment
374(5)
5.2.2 Operating Expenses Calculation
379(6)
5.3 Economic Criterion Methods
385(9)
5.3.1 Classification of Economic Criterion Method
385(1)
5.3.2 Criterion Economic Methods Used in Chinese Railway Design
386(3)
5.3.3 Methods Used in Other Countries
389(5)
5.4 Comprehensive Criterion of the Proposals
394(9)
5.4.1 Traditional Comparing Methods
394(1)
5.4.2 Criterion Method With Optimization Models
394(9)
Chapter 6 Station Design
403(70)
6.1 Passing Station and Overtaking Station
403(4)
6.1.1 Passing Station
403(2)
6.1.2 Overtaking Station
405(2)
6.2 Intermediate Station Design
407(37)
6.2.1 Plane Layout Diagram of Intermediate Station
407(2)
6.2.2 Major Equipment Layout of Intermediate Station
409(11)
6.2.3 Calculation of Intermediate Station Plan
420(24)
6.3 Essentials of District Station Design
444(7)
6.3.1 Operation and Type of District Station
444(2)
6.3.2 Layout of Major Facilities in District Station
446(4)
6.3.3 Layout of Throat Zone District Station
450(1)
6.4 Introduction of the Marshaling Station and Junction Terminal
451(4)
6.4.1 Marshaling Station
451(2)
6.4.2 Junction Terminal
453(2)
6.5 Essentials of High-Speed Station
455(18)
6.5.1 General Requirements
455(5)
6.5.2 High-Speed Station Operation
460(1)
6.5.3 Basic Pattern of a High-Speed Station
461(6)
6.5.4 Plane and Profile of Station Tracks
467(3)
6.5.5 Equipment for Passenger Transportation
470(3)
Chapter 7 Strengthening of the Railway Transport Capacity
473(62)
7.1 Principal Measures in Strengthening the Carrying Capacity of the Railway Line
473(26)
7.1.1 Measure of Transport Organization
474(8)
7.1.2 Measures for Advancing Traction Power, Signaling, Interlocking, and Block Equipment
482(3)
7.1.3 Measures for Reconstruction of Engineering Facilities
485(9)
7.1.4 Construction of the Third, the Fourth and the Diverting Lines
494(1)
7.1.5 Overall Design for Strengthening the Existing Line
494(5)
7.2 Upgrading of Railway Passenger Transport
499(18)
7.2.1 Overview
499(3)
7.2.2 Targeted Speed of Passenger Trains and Implementation Scheme for Speeding Up
502(3)
7.2.3 Technical Conditions for Speedup Passenger Trains
505(7)
7.2.4 Technical Conditions of Railway Lines for Passenger Transport Speedup
512(3)
7.2.5 Signal Devices
515(1)
7.2.6 Speedup of Passenger Transportation Influence on Freight Transport
516(1)
7.3 Construction of High-Speed Railway
517(9)
7.3.1 Targeted Speed and Mode of High-Speed Trains
517(3)
7.3.2 Advantages of High-Speed Railways and Preconditions for Construction
520(3)
7.3.3 Construction Mode
523(3)
7.4 Railway Heavy Haul Traffic
526(9)
7.4.1 Standards for Railway Heavy Haul Traffic
526(1)
7.4.2 Organization Modes of Railway Heavy Haul Transportation
527(5)
7.4.3 Requirements on Railway Technical Facilities for Heavy Haul Transportation
532(3)
Chapter 8 Design for Reconstruction of Existing Railways and Building Out of Second Railway Lines
535(90)
8.1 Design for Reconstruction of Existing Railways
535(50)
8.1.1 Profile Design for Reconstruction Existing Railway
536(8)
8.1.2 Plane Design for Reconstruction of Existing Railways
544(7)
8.1.3 Design and Survey Method for Curve Reconstruction
551(29)
8.1.4 Design for Cross-Section Reconstruction
580(5)
8.2 The Design of the Second Railway Line
585(33)
8.2.1 Profile Design of the Second Line
585(3)
8.2.2 Plane Design of the Second Line
588(8)
8.2.3 Cross-Section Design of the Second Line
596(7)
8.2.4 Plane Calculation of the Second Line
603(15)
8.3 Building the Third, Fourth, and Branching Lines
618(7)
8.3.1 Building the Third, Fourth, or Loop Line in the Busy Section of a Hub Area
618(1)
8.3.2 Build the Third, Fourth or Branching Line in All Sections or the Entire Railway Line
619(6)
Bibliography 625(2)
Index 627
Yi Sirong, Professor of Southwest Jiaotong University, has long been committed to academic instruction and scientific research on high-speed railway planning and route design. She is now overseeing as a program director a program in railway route design, which won the honour of National Premium Program of China in 2005. She is the leader of an academic instruction team in railway engineering program which was awarded as a National-level Academic Instruction Team.
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