Power Rail Track

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    Date

    Bentley Power Rail Track SELECTseries 2

    Richard W. Bradshaw - Development

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    Geometry EnhancementsHorizontal and vertical alignment enhancements for rail design

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    The .lck is no longer used, the who is persisted to the.alg In SELECTseries 2 Refresh 2!

    Why? So that we can now manage the .alg within aProjectWise environment without exporting to a folder Well you can still export to a folder, if you want

    But, if you set a variable then the software will always get andput to the ProjectWise server!

    In SELECTseries 2 Refresh 3!

    Geometry Projects & Multi-user Access

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    An important change in workflow In SELECTseries 2 Refresh 3!

    When you open the file from ProjectWise, check on theread-only check box!

    Opening a .alg from ProjectWise

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    Additional Cubic Parabola Definitions

    Supported cubic parabolas Czech

    Along tangent (Czech)

    Along arc (Italian)

    New South Wales Western Australia

    MX cubic Along tangent

    Along arc

    In SELECTseries 2 Refresh 3!

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    Regression Workflow

    Pre-regression data validation Point selection and sorting

    Survey data ordering is not required

    Curvature diagrams

    Indicates approximate locations ofspecific elements and their

    types Indicates questionable data

    Inclusion of cant enhances the field data!

    Edit / review

    Select / Regress, which is heads-up selection / auto element

    type determination! Reduces potential user errors & time

    Quick Regression

    Slew diagrams and reporting

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    Quick Regression

    Quickhorizontal regression A first pass automatic regression

    Includes lines, circular arcs and spirals

    Resolves long straights into multiple straights

    Quickvertical regression Similar to horizontal

    Includes a standard lift & a lines only option

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    Single Element Regression Enhancement

    Single element regression with multiple alignments Single element regress 2 or more alignments at once

    Regressed elements will be parallel / concentric to each other

    Different offsets for each set of elements

    Enabled by right-clicking in Edit / Review RegressionPointslist-view

    Automatically occurs with Select & Regress option

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    Sometimes in light rail the transition spirals are replacedwith A series of compound curves with fixed length segments

    Matching up with bending machine capabilities

    We could use a standard set of elements in Multi-ElementRegression Analysis, but it was too limiting!

    Added Add Free Horizontal Curve

    In SELECTseries 2 Refresh 3!

    Light Rail & Compound Curves

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    Profile Annotation of Multiple Alignments

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    Cant / Superelevation DesignSpecialized geometry for track cant / superelevation

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    Cant / Superelevation

    Standard internationalrailwayterminology Equilibrium cant, applied cant,

    cant deficiency, etc.

    Imperial or metric units

    Calculations Standard equilibrium equations

    that can be found in well known

    literature

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    Integrated into Horizontal Design

    Radius & spiral lengths based upon cant Cant & speed are persisted with the horizontal elements

    Suggests spiral lengths Imperial & metric are slightly different

    Enables design optimization Mix transitions types

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    Cant Alignment Editor

    Creation based upon Equilibrium equations

    Alternate speed

    User defined tables

    S-type transitions (i.e. cosine)

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    TurnoutsSpecialized geometry that conforms to well defined bending rules

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    Turnouts

    Single, doubles and slips Tangential

    Non-tangential turnouts

    Multiple bending methods tosatisfy various industry standards!

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    Create Turnouts Create Connection

    Connection Editor

    Create Verticals

    Create Shunt Limit

    Display in Plan / Display in Profile

    Turnout Library

    Turnout Reports

    Turnouts

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    Create turnouts either In Alignment

    As defined on dialog

    Interactively

    In Space Create by .1, .0or.2

    Honor point snap with an offset from snapped point

    Extend mainline by length (Interactive)

    Oriented to LeftorRight

    Oriented as LeadingorTrailing

    Create Turnout

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    Simpler than Connection Editor Create a crossover

    As defined on dialog

    Interactively Identify beginning turnout

    Identify ending alignment

    Ending turnout is the same style as the starting turnout

    The software determines the connecting geometry!

    Connection length / radius are primarily for UK users! Length / radius are table lookups by user

    May not create collinear geometry at .3

    Create Connection

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    Used to create / edit complex geometries involvingturnouts! Maintains rules

    Maintains relationships

    Recalls previous fixities Edit just about anything

    Style

    Geometry

    Connection Editor

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    Maintains mainline track plane through turnout Alternate Solver

    Creates best solution, especially when in adverse cant!

    Use View Rails to push the rails into a model forRoadway Designer

    Create Vertical Through a Crossover

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    Plan View Profile View

    Display Turnouts

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    XML / XSL Civil Report Browser

    Turnout Reports

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    You need to understand the settings and you need toget this right!

    Create / edit standard turnouts

    Single

    Double

    Single / Double Slips

    Crossings

    Bending by Swiss orGerman rules Rf= ( Rm x Rb ) / ( Rm +/- Rb )

    Rf= ( Rm x Rb - T2 ) / ( Rm +/- Rb )

    Turnout Library

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    Length along mainline Triangle length

    Ratio

    Branch geometry It should be obvious that the

    geometry is over-determined!

    Turnout Library Fundamental Geometry

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    Optional Linear

    Rf= Rm

    Circular Rf= ( Rm x Rb ) / ( Rm +/- Rb )

    Rf= ( Rm x Rb - T2 ) / ( Rm +/- Rb )

    Last Long Sleeper Adds a point to a turnout

    Display and Reporting

    Turnout Library Standard Sleeper Sets

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    Maintains Length along mainline held

    Can be applied to inner or outer rail

    Coordinate Positions .1, .2, .0 and .3 held

    Tangential Directions .1 tangential compromised

    .2 tangential held

    .3 tangential held

    Radii Rf= ( Rm x Rb ) / ( Rm +/- Rb )

    Swiss Bending Methodology

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    Maintains Length along mainline held, but it is interpreted as the sub-

    tangentlength not the centerline length!

    Coordinate Positions .1, .2, .0 and .3 held

    Tangential Directions .1 tangential held

    .2 tangential held

    .3 tangential held

    Radii Rf= ( Rm x Rb - T

    2 ) / ( Rm +/- Rb )

    Introduces T2 into the equation

    German Bending Methodology

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    Tuned to UK practice Creates line-strings only, no real geometry!

    Ultimately, this methodology will be replaced with Swiss orGerman rules and methods

    Switch & Crossing Library

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    And how it will be build!

    Lets Remember What We Are Building

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    Design CheckingDetailed design checking based upon simple built-in rules to specific / comprehensiverailway rules

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    Built in Design Checking

    Cant Alignment Editorincludes basic parameters fordesign checking

    Visual checking with Display Turnouts

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    More Comprehensive Design Checks

    Includes CEN Standards Austrian Rail

    Danish Rail

    Dutch Rail

    German Rail

    Italian Rail

    Russian

    Transrapid (maglev)

    Written to match a railways requirements

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    Light Rail ManufacturingSpecialized functionality for the light rail systems

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    Light Rail Design & Manufacturing

    Specialized functionality for light rail systems Switches and crossings are generally unique geometry

    Jointed rail

    Pre-bent rails

    Pre-drilled rails

    Distance keepers

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    Rails

    Build with horizontal, vertical & cant Also, remember Add Free Horizontal

    Curve in SELECTseries 2 Refresh 3 as anoption to transition spirals

    Multiple rails per track Dual gauge systems

    2D or 3D

    Apply rail profile / cross section Apply widening / bending corrections

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    Key Points, Switches, Crossings & Joints

    Key points are special points at switches and crossings Joints

    Placed between key points

    Specific rules Outside rail

    Minimum length

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    Distance Keepers

    Maintain track gauge Placed between joints

    Specific rules Outside rail

    Distance from start and end Distance between

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    Rails Joints, crossings & key-points

    Distance keepers

    Light Rail Model

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    The model is used for fabrication and

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    a week-ends construction project!

    Last train late Friday, first train early Monday

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    Swept Envelope AnalysisFunctionality for the creation of vehicle swept envelopes

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    Before Going Any Further, A Definition

    From the British Railways Track, Volume 9, Track Terminology book:

    Swept Path The plan area occupied by a rail vehicle as it moves along atrack. The width of the swept path at any point is the same as the width ofthe swept envelope at that point.

    Swept Envelope The kinematic envelope enlarged to allow for theeffects of vertical and horizontal curvature, including end throw and

    centre throw of vehicles and cant applied to the track. Kinematic Envelope The cross-sectional profile if a rail vehicle enlarged

    to include the effects of dynamic sway and vertical movement caused byspeed, track curvature and cant, track position tolerances, rail wear, railhead/wheel flange clearances, tilt, vehicle wear and suspension

    performance at the particular location under consideration. Abbreviated toKE.

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    Swept Envelope Analysis

    Functionality for the creation of swept path / sweptenvelopes Results can be

    Horizontal projection only or

    Interactive or

    3D mesh

    Up to 3 vehicles in tandem

    Uses horizontal, vertical and cant geometries You can also load a .nwm (i.e. Overhead Line Network Model) file and use

    the user defined paths for Swept Envelope Analysis! Use a copy of the.nwm!

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    Vehicle Library

    Manages an XML based file of vehicles ..\Bentley\PowerRailTrack V8i (SELECTSeries 2)\..

    \data\metric\swept envelope vehicles.xml

    A selective / interactive import from .dgn

    Bogie points Optional articulation points

    Front, middle & rear sections

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    2D / 3D Results

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    Roadway Designer for TrackUtilizing Roadway Designer for modeling track and earthwork (and this will be verybrief!)

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    Earthwork Modeling & Templates

    Components Closed shapes that represent manmade materials

    Ballast

    Subballast

    Sleepers / ties Other materials

    End conditions Ditches

    Cut / fill slopes Similar to roads!

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    Earthwork Modeling & Roadway Designer

    Utilize alignment model Horizontal

    Vertical

    Cant

    Define model specifics Typical sections

    Point controls Cant

    Shoulder widening Minimum ballast depth

    Etc.

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    A 3D Model

    C ti i t E h d C t

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    Continuing to Enhance and CreateGlobal Rail Solutions!

    Questions?