IEEE 1698 2009
$47.13
IEEE Guide for the Calculation of Braking Distances for Rail Transit Vehicles
Published By | Publication Date | Number of Pages |
IEEE | 2009 | 41 |
New IEEE Standard – Active. The design of automatic train protection and signal systems for fixed guideway (e.g. rail) transit systems requires knowledge of the braking distance of the vehicles utilized on the systems. Methods and assumptions used in calculating the braking distances of rail transit vehicles are provided in this guide. The methods encompass automatic train protection and signal system operation, propulsion and brake system operation, environmental conditions, operator interfaces, tolerances, and failure modes.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | IEEE Std 1698™-2009, Front cover |
3 | Title page |
6 | Introduction Notice to users Laws and regulations Copyrights Updating of IEEE documents Errata |
7 | Interpretations Patents Participants |
9 | Contents |
11 | IMPORTANT NOTICE 1. Overview 1.1 Scope 1.2 Purpose |
12 | 2. Definitions, acronyms, and abbreviations 2.1 Definitions |
13 | 2.2 Acronyms and abbreviations 3. Braking model components 3.1 General |
14 | 3.2 Maximum entry speed (A) 3.3 Entry point (B) 3.4 Distance traveled during reaction time (C) 3.4.1 Equipment reaction times 3.4.2 Operator reaction time |
15 | 3.5 Runaway acceleration (D) 3.6 Propulsion removal (E) 3.7 Dead time (coast) (F) 3.8 Brake build-up (G) 3.9 Guaranteed braking rate (H, I) 3.9.1 Minimum braking rate (H) 3.9.2 Braking rate with safety factors (I) 3.10 Vehicle overhang (J) |
16 | 4. Application of the braking model 4.1 General 4.2 Maximum entry speed 4.3 Entry point 4.4 Distance traveled during reaction time |
17 | 4.4.1 Equipment reaction time 4.4.2 Operator reaction time 4.5 Runaway acceleration 4.6 Power to brake transition |
18 | 4.6.1 Propulsion removal 4.6.2 Dead time (coast) 4.6.3 Brake build-up 4.7 Guaranteed braking rate 4.7.1 Use and Nomenclature |
19 | 4.7.2 Minimum braking rate (H) 4.7.3 Braking rate with safety factors (I) |
20 | 4.7.4 Other/additional brake systems |
21 | 4.8 Vehicle overhang 5. Stopping distance compensation 5.1 General |
22 | 5.2 Compensation for grade |
23 | 5.3 Compensation for curvature 5.4 Compensation for train resistance |
24 | 5.5 Miscellaneous |
25 | 6. Speed reducing |
26 | Annex A (informative)Bibliography |
27 | Annex B (informative)Use of train performance caluculator (TPC) |
28 | Annex C (informative)Practical examples of power removal, dead time (coast), and brake applications |
31 | Annex D (informative)Empirical determination of minimum brake rate (H) |
33 | Annex E (informative)Samples of the application of the Guide for the Calculation of Braking Distances E.1 Sample passenger railroad application |
35 | E.2 Sample rail transit application with runaway acceleration |
36 | E.3 Sample rail transit application without runaway acceleration |
37 | E.4 Sample rail transit profile application |
39 | E.5 Sample rail transit trip-stop based signaling application |
40 | E.6 Sample communications-based train control (CBTC) profile |