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Parametric Trench Description and Mass Calculation

Parametric Trench Description

Parametric trench description requires that manholes and pipes are entered in the chain definition data command. Since geometry and properties for manholes and pipes are imported to an application layer, we have a dedicated function in the toolbox to transfer this data to chain definition data in an SFI model.

Create Water and Wastewater Chain Definition Data from Application Layer

Icon for automatic trench

Icon for Create Water and Wastewater Chain Definition Data from Application Layer**

With the function Create Water and Wastewater Chain Definition Data from Application Layer, we point to the lines in the application layer that will form the centerline of the trench.

When designing with chain definition data, we construct points for the manhole center. Furthermore, we enter pipe levels, which refer to the manhole wall.

Chain definition data construction

Figure: 1 = Level 1, 2 = Level 2, A = Manhole center

Note therefore that application layer lines that go to the center point of the manhole will be adjusted accordingly in the process of creating chain definition data from geometry in the application layer. Level 1 and Level 2 become equal to the center height.

Center height

Illustration of adjustment for application layer lines

Survey Instructions for Gemini Water and Wastewater

For as-built data following the Survey Instructions for Gemini Water and Wastewater, it is required to measure a point in the manhole wall when surveying a gravity pipe. It is necessary to measure as close to the manhole wall as possible, and this can be done either on the inside or outside of the manhole wall.

Delivery 1

Figure: Measurement point for gravity pipe at manhole wall

For pressure pipes, the pipe is measured all the way to the fitting or valve in the manhole.

Delivery 2

Figure: Measurement point for pressure pipe at fitting/valve

Pipes should be measured with NEH at all horizontal and vertical direction changes, as well as at all joints, connections, and branches.

How are these transferred from application layer to chain definition data?

In chain definition data, all pipes must pass through the manhole's center point. Where this is not the case, invisible lines will be created, that is, points with manhole dimension and pipe dimension equal to 0.

Maximum point distance determines whether lines with gaps should connect or not:

Convert max. distance

Illustration of maximum point distance

Note

If the pipe does not have any vertices within the manhole area, no manhole will be created in the chain definition data.

Based on buffer distance, the program finds other lines that should be included in the same trench:

Convert buffer zone

Illustration of buffer distance

Prerequisites for successful conversion

For the function to work smoothly, we must prepare the points (manholes) and lines (pipes) in advance with the correct codes.

The prerequisite is that they have key properties with valid codes, minimum:

  • Lines in the application layer must have S_FCODE and Dimension
  • Points in the application layer must have S_FCODE, ManholeShape, Width, and Cone

Cross-reference for application layer and chain definition data

Included in the installation is a cross-reference table for the template Gemini VA.al_. This links attributes in the application layer with attributes in chain definition data. We can use this as a starting point and create our own tables for similar data with other attribute schemas than Gemini Water and Wastewater.

The table below shows properties and codes for points in the application layer, which use the XREF table for the Gemini Water and Wastewater template or schema, and how they are transferred to chain definition data:

PROPERTY CODES CHAIN DEFINITION DATA
S_FCODE MH - Manhole The point for center bottom manhole provides North and East coordinates for the manhole. The point's height value is not used as the pipes provide Level 1 and Level 2.
LID - Manhole cover The point for center manhole cover provides terrain height for the manhole.
Width Width is given in mm Manhole dim is given in m in chain definition data. Width value is converted from mm to m.
ManholeShape R - Round The combination of ManholeShape and Cone determines manhole type
Cone R - Straight cone RR gives manhole type: 2
S - Angled cone RS gives manhole type: 3
U - Without cone RU gives manhole type: 1
Dist_BottomInsideUnderOutside Distance in m Value for Off.bottom is adjusted so that the manhole's external bottom is correct

The table below shows properties and codes for lines in the application layer and how they are transferred to chain definition data:

PROPERTY CODES CHAIN DEFINITION DATA
S_FCODE SW - Stormwater pipe
SWR - Stormwater retention
SWC - Stormwater channel
SWO - Stormwater overflow pipe
SWD - Stormwater ditch
SWT - Stormwater tunnel
Data type: 101 Stormwater data
WW - Wastewater pipe
CS - Combined sewer
WWS - Wastewater siphon
WWC - Wastewater channel
WWO - Wastewater overflow pipe
WWT - Wastewater tunnel
Data type: 102 Wastewater data
WS - Water supply pipe
WSI - Water supply intake pipe
WSC - Water supply channel
WST - Water supply tunnel
WSF - Flushing pipe
Data type: 103 Water supply data
SWP - Stormwater pressure pipe
WWP - Wastewater pressure pipe
WWS - Wastewater suction pipe
Data type: 104 Pressure pipe
DR - Drainage pipe Data type: 105 Drainage pipe
Dimension Dimension is given in mm Pipe dim is given in m in chain definition data. Dimension value is converted from mm to m.
Material The material list can contain all types of codes (max. 8 characters). They are transferred unchanged. Same codes as in the application layer.

Info

Regarding parametric trench description, this is the same whether we are designing Water and Wastewater with chain definition data or documenting as-built Water and Wastewater with chain definition data.

Parametric trench description is described in more detail in the Water and Wastewater Design chapter under the subsection on Parametric Trench Description and Mass Calculation.