You can design a railway subgrade surface between the ballast (or sleeper when there
is no ballast) and the subgrade surface layer, on one or two 3D alignments with a dual track
configuration.
You can also edit the surface width along the alignment or use Business Rules (.CATRule) to
compute curve widening and transition length with user-defined values. When no rule has been
defined in Data Setup, the default Business Rule is retrieved from a script and curve widening is calculated
automatically. For more information, see About Data Setup for Civil Engineering 3D Design.
From the Railway section of the action bar,
click Railway Subgrade Surface
.
The Railway Subgrade Surface dialog box is displayed. It
contains the alignment boxes and three areas called Rules,
Sections and Destination set.
Select a 3D alignment as input in the tree or 3D area.
Hover over the columns' header to display the tooltip that illustrates the location of
each parameter on the section.
The image below illustrates a mono track configuration. Figures have been added on the
picture of the tooltip to describe parameters:
Vertical Offset.
3D Alignment.
Summit.
Slope.
Railway Subgrade Surface.
Subgrade Surface Width.
The Primary alignment box is filled in with its name. A Start
section and an End section are automatically listed in the panel, with five parameters
organized in columns.
By default, the parameters are locked: the value is retrieved from the business rules.
And you cannot change it manually except by unlocking it, as described further
below.
You retrieve five parameters for width, slope and transition length computation:
Vertical Offset: distance between the 3D alignment and the summit of the railway
subgrade surface. It is a fixed value. The default Vertical Offset 0.5m.
The subgrade surface will be generated with two sections that have the same
vertical offset value. You can widen the subgrade surface by specifying a new
width value or by adding a new section.
The central alignment position on the vertical plane depends only on the primary
alignment, left or right since you decide which alignment is primary or secondary.
The central alignment of the subgrade surface is aligned vertically with the
alignment. There is no horizontal offset.
Left and Right Width: The subgrade surface width is equally distributed on each
side of the middle curve, except in curves where the widening is set on the outer
side.
Left and Right Slope: Two slopes between the horizontal plane and the surface,
with an angle rule. The default slope is 4%.
The Ballast option is selected by default. It has an impact on
the width of the dual track subgrade surfaces. Another option Keep For
Subgrade allows you to use the section as an input for the subgrade
generation.
Optional:
When the railway surface has two tracks, choose a second 3D alignment as input in the
tree or 3D area.
Hover over the columns' header to display the tooltip that illustrates the location of
each parameter on the section.
The image below illustrates a dual track configuration. Figures
have been added on the picture of the tooltip to describe parameters::
The Secondary alignment box is
filled in with its name.As with the input Primary
alignment, you retrieve the same parameters in the Sections table
of the dialog box.
A central axis separates the left alignment and the right
alignment. It will be generated as Crown summit edge under the
Subgrade Surface feature node.
All the alignment specifications (speed, radius…)
are based on the alignment selected as primary.
You obtain:
One surface for one or two alignments.
Three edges: Left, right edge and crown summit edges.
In the Rules area, choose a default design rule in the combo
box, that should apply to the future railway alignment.
Type
Definition
Subgrade Surface Width Rule: Minimum width and transition length for
subgrade surface. The value is retrieved from a business rule (for example:
DefaultSubgradeSurfaceWidth).
Subgrade Surface Curve Widening Rule: Minimum widening and transition
length for curves. The value is retrieved from a Business Rule (for example:
DefaultSubgradeSurfaceCurveWidening)
When no rule is defined in the Data Setup, the default business rule is retrieved from the script file stored in
\resources\knowledge\scripts.
If you do not select any rules, the default tables or formulas are defined by the
administrator in the initialization file,
startup\Civil\AlignmentDesign\RailwayAlignmentDesignRules.xml,
and they are used by default.
Subgrade Surface curve widening and transition length
Notes:
If one of these design rules is selected in the combo box, the cells of the
Sections' table are filled in with the user-defined key
parameters.
The width can be determined from following inputs:
Design speed
Railway track type (Mono or Dual)
The ballast availability
Design rules are editable from Data Setup.
To add a section, click the Origin cell on the Add
Section line and select
Point on alignment or an existing point on alignment.
Similarly you can remove or reorder sections along the alignment only when there
are more than two sections in the list.
To edit a section parameter from the panel’s Sections table,
click a cell and select Unlock.
Select a Destination Set for the subgrade surface.
The subgrade surface is generated under a subgrade surface set.
After relock,
the parameter will automatically restitute the automatic value. By default, if no
destination set already exists, a new one is created. You can also add a new one by
clicking .
Click Apply.
The subgrade surface feature is created under a Subgrade Set node. You can generate
n subgrade surface features under n subgrade set nodes.