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Data Integrity: What Syncs Between MiTS and Civil 3D (And What Doesn’t)

< 1 min read

In the synchronization of gravity and pressure pipe networks, the transfer of data between MiTS and Civil 3D is a selective process.

The software is designed to copy particular physical attributes to maintain consistency in the model’s geometry while leaving some properties unaltered.

The table below presents properties involved in the data exchange.

Copied Properties #

Manholes / Sumps / Fittings #

Parameters in MiTS

Equivalent Parameters in Civil 3D

Location X

Structure Easting for Gravity Pipe Networks (Sewerage & Drainage)

Insertion Point Easting for Pressure Pipe Networks

Location Y

Structure Northing for Gravity Pipe Networks (Sewerage & Drainage)

Insertion Point Northing for Pressure Pipe Networks

Ground Level

Surface Elevation At Insertion Point for Gravity Pipe Networks (Sewerage & Drainage)

Insertion Point Elevation for Pressure Pipe Networks

Manhole/Symp/Fitting Type

Structure Shape & Material (Gravity Pipe Networks)

Pressure Part Type & Material (Pressure Pipe Networks)

Manhole/Sump/Fitting Profile

Inner or Outer Diameter of the structures

Gravity Pipes (Sewer & Drain) #

Parameters in MiTS

Equivalent Parameters in Civil 3D

Mark

Start Structure and End Structure

From Node Invert Levels

Start Invert Elevation

To Node Invert Levels

End Invert Elevation

Length & Length 3D

2D Length & 3D Length

Pipe Type / Drain Type

Part Type and Material

Diameter / Dimension

Inner Diameter (Circular) / Inner Pipe Width & Inner Pipe Height (Rectangular)

Pressure Pipes (Water Reticulation) #

Parameters in MiTS

Equivalent Parameters in Civil 3D

Mark

Start Part & End Part

From Node Invert Levels

Start Invert Elevations

To Node Invert Levels

End Invert Elevations

Length & Length 3D

2D Length & 3D Length

Pipe Type

ID Material

Diameter (Outer)

Diameter Outside

Unaltered Properties in MiTS #

Gravity Pipe Networks #

Sewerage

Population Equivalent (PE)

Manning Coefficient

Gradient (Unless there are changes to the invert levels)

Pipe Flow

Constraint Parameters

Running Network

Drainage

Gradient (Unless there are changes to the Invert Levels)

Overland Time

Drain Time (Td) and Time of Concentration (Tc)

Rainfall Intensity

Offset

Previous Flow Ratio

Constraint Parameter

Running Network

Pressure Pipe Networks #

Nodes

Pipes

Water Demand

Head Loss Coefficients

Tank Water Level & Highest Supply Level

Pumps/Valve

Fix Head & Node Head

Running Pipe System

Hydrant Settings

Flow Factors

Minor Loss Coefficients

Custom Loss

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