603 - 5885 1250 (4 lines) info@mes100.com

Improvements and Fixes for MiTS 3.2

New Feature

General

  • Enable the title block for the long section drawing of the utility modules
  • Implement options for node mark orientation based on Default (0) or Follow Rotation
  • Addition of the sump, manholes, or fittings schedule table in the KeyPlan
  • Implement Canary Mode under Machine Settings for better program failure detection
  • Advance MiTS Intranet License for MiTS 3.x
  • Options to select the fallback font, replacing missing font files in the uploaded tracing drawing
  • Implementation of the Project Reset Default and All Reset Default to improve clarity of the default function available for Machine Settings and Project Settings

Clash Analysis & 3D View

Earthworks

  • Enable Arc Platform import
  • Enable the import feature for Cut Sections via polyline or line
  • Implementation of the Show Cut Sections feature upon right-click on the End Area cut lines
  • Implementation of the RHS Terrain Contour Properties under the Project Settings
  • Implement the Platform Points available at the RHS Properties tab under the Points column of the Platform Spread Input
  • Add a parameter for buffer zone under the CutSide SlopeDrain Editor
  • Scrollable Slope Template Configuration Dialog

Road

  • Allow users to specify the Start IP Point for Horizontal and Vertical Alignment
  • Move Offsets Subrows Up and Down buttons for road offsets
  • Adding PI Coordinates to the Horizontal Detailing
  • Displaying the Start and End Point coordinates for the superelevation curve length
  • Implement the Boundary ribbon group under the Road Input tab
  • Implement Shoulder Slope Rate at the RHS Properties for gradient input on a chainage basis
  • Option to exclude sections of the chainages at the RHS Properties for the cut and fill volumes based on the End Area method

Stormwater/Drainage

  • Included the Top Level  of the drain to represent the height in the Long Section View

Sewerage

Water Reticulation

StormCalc (MSMA)

  • Option for stacking arrangement of the Outlet Structure for detention pond
  • Implementation of Minimum Times of Concentration (Tc) following the OSD Swinburne Method
  • Options to change the background colour for Detailing drawings

MCIntegrator

Enhancements

General

  • Enhancements to the operability of the Apply All and Apply Below for the customized parameter
  •  Enhancements of the icon sizes in the Platform Editor
  • Updated Keyplan reflecting changes to the display settings under the Project Settings
  • Internal Marking option for reliable SWMM or EPANET exports
  • Performance improvement in highlighting entities with errors or warnings under the Verification Panel for large-scale projects
  • Enhancement of the utility pipes or drains properties at the Right-Hand side Properties
  • Allow opening of ZIP files without prior extraction
  • Implement the Delete function for pipe diameters in Sewerage and Water Reticulation  Parameters
  • Tracing Settings to be saved on a per-project basis
  • Enhancing clarity of the Depth Below Invert terminology

Clash Analysis & 3D View

  • Providing direct button linking to the AutoAdjust feature guide for the Clash Analysis

Earthworks

  • Enhance the verification error message for Platforms or Road Platforms outside of the terrain boundary
  • Optimization of the software processing speed when adjusting multiple platform levels
  • Added the AutoFix option for incomplete platforms after snap rounding under the Auto Fix Verification dialog
  • Missing a feature to apply the same slope template for multiple selected platforms
  • Default Hatch Scale for Retaining Wall set to 0 for clearer presentation of the retaining structures in the Cut Sections
  • Enhancement of Cut Sections by displaying Boundary Label
  • Defining Internal Road Platforms and Road-Module Platforms in Earthworks for better synchronization of the platforms and roads from MiTS to Civil 3D

Road

  • Speed enhancement in generating roadside drains for large-scale projects
  • Enhancing the speed of the software in generating the Road End Area report for large-scale projects
  • Enhancement of the Earthwork Level display on the Road Cross Section
  • Enhancements of the Road Vertical Detailing following the custom road offsets label 
  • Implement verification error for an improper junction created
  • Implement a tooltip for the Adjust Length feature of the Horizontal Point
  • Consistency of the Adjust Length feature by ensuring the input is in units of meters
  • Enhancement of the Junction Table in the Horizontal Detailing with configurable offsets targets
  • Enhancement of the Superelevation Report by providing detailed stages of the road crossfall transitions
  • Enhanced Superelevation under Vertical Detailing by adding sections label
  • Allowing multiple superelevation section types to be displayed for a single chainage
  • Rearrangement of the data column under the Superelevation Report for a better flow
  • Renaming of the Runoff Length to Spiral Length
  • Enhancement on the Cross Section Properties for Existing Road by updating the feature name and adding missing parameters related to Offset Distance and Elevation intervals

Stormwater/Drainage

  • Verification error for stormwater analysis with negative time in the UserDefined Hydrograph
  • Enhancement of the textual report to include the wall height in the drain capacity computation
  • “Apply All” & “Apply Below” for the customized parameter of drains
  • Enhancement of the Excel Report by rearrangement of the data columns for a clearer flow of the computation
  • Update the dimension H to L for a more accurate Sump Dimension Editor

Sewerage

  • Improvements to the Manhole Design settings with better descriptions and tooltips
  • Enhancements by updating the PE value and Sewage Production value according to the latest guidelines

Water Reticulation

  • Include the computed headloss (m/km) value in the Textual Report
  • Display of the Residual Pressure for each fitting of the water reticulation network on the Long Section
  • Enhancement of the Excel Report by adding the Minor Loss column
  • Tooltip for Headloss (m/km) and Headloss (m) in Excel Report
  • Allow decimal input for the Water Demand Unit

StormCalc (MSMA)

  • Verification error for unavailable data of the LS Factors in ESCP analysis
  • Tc computation should be displayed more clearly and accurately in the OSD Textual Report
  • Synchronization of the Irregular Storage Table with Depth and IL information
  • Decimal places increment for enhancements of the MSMA IDF Manual Table input
  • Merging of project files with MSMA designs

MCIntegrator

  • Improvements on the sync time between MiTS and Civil 3D
  • Enhancement of the verification error related to the Dimension and DimensionSource of the node and pipe mapping
  • Verification Warning for when Rim Elevation is detected to be higher than the Surface Elevation for synchronization from Civil 3D to MiTS
  • Enhancement of the verification message when there is no network defined for the synchronization
  • A more accurate suggestion for the error related to the Dimension Source
  • Enhancement of the verification message for incompatible MiTS and MCIntegrator versions
  • MCIntegrator enhancement with proper verification messages and accurate Swap Part reflections
  • Default Sync. Mode for all entities to be set as NoSync under the Project Mapping dialog
  • Enhancement of the verification warning related to the curved polyline pipe with improved CodeName and Message

Bug Fixes

General

  • Resolved the export issue with specific drawing formats in Batch Export
  • Loading a higher version of the parameter file (MPARAM) crashed the program
  • Maintain the output of Stormwater analysis after relaunching the project file
  • EPASWMM or EPANET export failure caused by spaces in drain or node marks
  • Iterated sumps or manholes are not displayed on the Long Section
  • Crash when launching the MiTS program
  • CompositeEntityDisplay malfunction
  • Resolving various bugs under the Project Settings
  • Incorrect tooltips displayed for Storm Water Depth Below Invert: Level & Fixed Depth
  • Analyzing sewer or stormwater networks triggers a crash in the software
  • WPF Binding Error on DockState.Float
  • Switching modules under Canary Mode causes the software to crash
  • Irrelevant content of the MES.tempFolder in the temp folder
  • Multiple entities are highlighted when hovering cursor on an entity
  • The program is exiting on its own when opening an existing project file
  • Tracing drawing triggers Microsoft .NET Framework error
  • User-defined GL in MiTS utility design should be based on AutomaticRimSurfaceAdjustment for synchronization from Civil 3D to MiTS
  • The existing MiTS 1 project file could not be launched in MiTS 3
  • X-Detail Interval Labeling does not appear in the Long Section according to the updated parameters under Project Settings
  • Software crashes when the documentation hyperlink is clicked in the software
  • Incorrect tooltip for the Move Entities by Point feature
  • Missing VectorDraw Components in MiTS 3.2.32.0 package
  • The “Shift” function of the utility module is functioning properly
  • The program crashes when exporting a drawing from MiTS due to a mismatched running network
  • Unreadable text in Dark Themes

Clash Analysis & 3D View

  • 3D View does not reflect changes to the platform’s design when fixing incomplete after snap rounding, perhaps it’s just too small and can be deleted without affecting anything
  • Software crashes when using the Clash Analysis AutoAdjust feature
  • Optimization of the software’s responsiveness while using the AutoAdjust feature for Clash Analysis

Earthworks

  • Missing axis line in the Cut Section
  • Software is not responding when processing AutoFix for incomplete platforms due to snap rounding
  • The program crashes when clicking the Import button under the Google Earth Import dialog
  • Slow generation of Cut or Cross Sections with Survey Points Display enabled
  • Crash when importing survey points from a drawing with ‘Overwrite’ or ‘Add’ import behavior selected
  • Software crashed when closing a project file with a platform selected under Earthworks’ Spread Input
  • Error generating Cut Sections due to surveyor points
  • Unexpected error when generating slope for Wall Line
  • The program crashes when changing the active survey point group
  • Clicking the help button under the Watershed Analysis dialog causes the software to crash
  • Internal Road String input mode: Curve and Arc are not working as intended
  • X-Detail Interval Level changes are not reflected on the Cut-Sections
  • Unexpected error when generating slopes due to the invalid slope length of the VDrain
  • Incorrect elevation for the interpolated corners of the platforms
  • Discrepancy between the Manual and Autofix behavior of the Break into Triangles feature
  • Incorrect elevation snapped for Break into Triangles sets to Maintain
  • Software behaves erratically when the slope is generated
  • Resolving crashes when the wall line overlaps with the platforms by implementing verification error
  • Overlapping Boundary Label on the Cut Sections
  • Missing slope pattern options under the Project Settings
  • Error importing survey points due to the VDraw components

Road

  • Error in exporting road cross-sections through Batch Export
  • Software crashes when creating a centerline for a curvy road
  • Incorrect Shoulder Rollover behavior for User-defined Runout Calculation Method
  • Incorrect superelevation under the generated output when the superelevation value is similar to the road’s typical crossfall
  • The Offset Distance set under the Project Settings dialog is not reflected on the Road Cross-Sections
  • Summary volume of the Road End Area report displayed as 0 when slopes are generated for the road module
  • The Swell and Shrink Factor of a boundary is not applied to the Road End Area report
  • Changes to the decimal places of the Cross-Sections Dimension Labels are not updated 
  • Clicking the Edit button for Curve Widening Table under Project Settings causes the software to crash
  • The program crashes when deleting the last Horizontal Point
  • Inaccurate shoulder displayed in the Superelevation Report
  • The Design Standard dialog is displayed incorrectly and will crash once the OK button is clicked
  • Software crashes when changing Road Superelevation settings
  • Coffee Break message when trying to create Vertical Alignment
  • Changes to the Gradient Display under Project Settings are not reflected on the Cross-Sections
  • Changes to the RoadWidth Label are not reflected on the Cross-Sections
  • Software crashes when opening Vertical Detailing with an enhanced label
  • Road Vertical Detailing crashes due to the implementation of Use Native Font
  • The program throws a Microsoft .NET Framework error due to the negative chainage of the road
  • Software crashes when trying to batch export road output
  • Road End Area Report displays incorrect unit for Cut Section Interval
  • Incorrect mark for Vertical Intermediate Points (VIP)

Stormwater/Drainage

  • Reflects the Catchment Routing Method under Project Settings in the Storm Design Option Dialog
  • Maintain the output of Stormwater analysis after relaunching the project file
  • Maintain the changes applied to the Graph Range Control
  • Software detects the wrong node for the EPASWMM error
  • The program crashes when setting up Horton’s Roughness for Catchments
  • The gradient column is missing from the Stormwater Spread Input
  • Visibility of the drain’s gradient when the Iteration column is set to Yes
  • Translation of the node marking under Report Summary should be based on the Spread Input Node Mark
  • Preservation of the input IDF Coefficients of drainage analysis under Project Settings and Right-Hand Side Properties Tab
  • The program crashes when closing the IDF Coefficients dialog
  • Software auto-exits when adding a new drain dimension under the Project Settings
  • The selected Rainfall Station is not preserved under the Project Settings
  • Inaccurate drainflow status on the Textual Report due to the mathematical rounding behavior
  • Software crashes when the QS button has been clicked after executing in the Analysis Mode
  • Incorrect W1 computation for fixed dimension of Half-Round and Block Drain

Sewerage

  • Manhole Interpolation Option is not working
  • The output is not generated with the successful sewer analysis
  • The lowest Invert Level of the manhole is not displayed correctly in the Long Section
  • The software incorrectly interpreted the gradient limit when determining its satisfactory status
  • The Long Section for sewerage is not openable due to the drain network designed
  • The Manhole 2D diagram in the Long Section is not displayed properly
  • The Depth Below IL for manhole design is not updated accurately following the Spread Input 
  • Duplication of Sewer Pipe Label in the Long Section
  • Overlapping text for the band set of the Long Section
  • PE value computed incorrectly by combining Manual and Calculated Input

Water Reticulation

  • Cannot run analysis when separate networks are applied with different pipe types or diameters
  • Selecting Water Reticulation branches under the Long Section drop-down causes the software to crash
  • Generating the Long Sections throws a Microsoft .NET error
  • Changes to the Inner Diameter of the water pipes under Project Settings are not reflected under Spread Input
  • Missing the accessories name on the interface, causing the Type column under Spread Input to be empty
  • Long Section displays the Ground Level that is based on the incorrect Active Survey Point
  • Hazen William’s coefficient of the newly added pipe is detected incorrectly as 0, despite the value input under Project Settings
  • Incorrect default Maximum Residual Pressure under the Project Settings
  • Adding new material for the water pipe causes the software to crash
  • Saving the project file with a newly added water pipe material triggers a crash in the program

StormCalc (MSMA)

  • Input validation for when Drain Time velocity is equivalent to 0
  • Software crashes when changing the formula for Pre-Development Overland Flow Time
  • Clicking on the ellipses button (‘…’) for Drain Dimension under Spread Input triggers the software to crash
  • The settings for MSMA projects in MiTS 2 are not preserved in MiTS 3
  • The program crashes when clicking on the Pump Design Tab
  • Missing Basin Outflow Limit ARI for pond design based on the Time Area method

MCIntegrator

  • Missing or hollow surface for certain platform areas after synchronization in Civil 3D
  • Missing or hollow surface for certain platform areas after combining MESPlt and MESSlope surfaces
  • Missing parameters for Platform Civil Sync under the Project dialog
  • Fatal error for drainage and sewerage sync in Civil 3D
  • Deformed pipes after integrating back and forth between MiTS and MCIntegrator
  • Unable to swap part sizing during synchronization between MiTS & Civil 3D due to the incorrect unit conversion
  • Crash during synchronization from Civil 3D to MiTS due to an empty node type of the defined fitting
  • Synchronization from Civil 3D to MiTS causes the UserDefined GL of the nodes in MiTS to become 0
  • Utility synchronization from Civil 3D to MiTS creates incorrect pipe or node dimensions due to the default wall thickness
  • Incorrect Drain Type detection during synchronization triggering error PartSizeUnabletoSync
  • Implement dimension creation logic in MiTS, resolving changed sump dimensions during synchronization from Civil 3D to MiTS
  • The program crashed during synchronization due to an invalid surface defined
  • Software crashes when synchronizing from Civil 3D to MiTS due to the fitting being incorrectly synced as a dummy type
  • Missing parameters for Platform Civil Sync
  • Platforms are not synced as surfaces in Civil 3D due to uncommitted defined parameters
  • Software crashes when the Pressure Pipe is set to be synced following the DimensionSource: ByDescription, due to unrecognizable separators
  • Incorrect installation of the MCIntegrator plugin 
  • The program crashes when binding a Civil 3D drawing to an existing MiTS file 
  • Drain and Sewer Pipe Sync crashes when the Reference Surface is set with the available platform sync
  • The software crashes when committing the parameters defined for Water Pipe Sync during synchronization from C3D to MiTS
  • User-defined Rim Insertion Level in Civil 3D for synchronization from Civil 3D to MiTS
  • Incorrect Fixed Depth synced from Civil 3D to MiTS
  • Sump elevation issue for synchronization from MiTS to Civil 3D
  • The program crashes when trying to sync the road model from MiTS to C3D
  • Road sync fails when multiple TIN Surfaces are present during the synchronization
  • Slopes generated in MiTS cause failure to create a surface during synchronization
  • Software crashes when synchronizing between two different plugin versions
  • The Internal Road platforms and Road Module platforms are not properly distinguished for the road synchronization
  • Maintaining fixed dimension Iteration Settings as No during synchronization from Civil 3D to a new MiTS file
  • Software crashes when the MES Category defined is incompatible with the C3D Family Part
  • Null Structure triggering program to crash when synchronizing from Civil 3D to MiTS
  • Software crashes due to the missing inner pipe dimension from the catalog during synchronization from MiTS to Civil 3D
  • Road synchronization, following the changes made to the Label Set styling, triggers the program to crash
  • The verification message EPartTypeMapping is linked with an incorrect URL
  • Software crashes when synchronizing utilities with the Reference Surface
  • Deleting the C3D Part Family defined for synchronization from MiTS to C3D triggers the software to crash
  • Broken Line Samples in Civil 3D for junctions synced from MiTS due to incorrect Target Mapping of the corridor
  • Changing the Band Set for the Section View will cause the software to crash