Options to show CH0.000 on both Horizontal and Vertical Detailings for road design with negative starting chainage
Water
Renumbering nodes and edges feature in addressing verification errors caused by duplicated water pipe markings.
MSMA
Implementation of Friend’s Equation for Time of Concentration (Tc) computation in OSD Swinburne Method
Users may choose to compute the Site Storage Requirement (SSR) using the PSD value derived from Equation 19.1 in MSMA or the PSD value equal to 70% of Qpre in OSD design.
Enhancements
General
Default ‘Optimize’ for tracing drawing imported under Survey Point Import Dialog
Improvement in 3D rendering with the ‘Avoid Z Fighting’ setting
Users can specify the extensions of files to be excluded from the backup.
Options between Manual Input or Calculated Input for Water Demand and PE calculator.
Earthworks
Enhancing the design of TOE Drain with incorporation of gradient dimension in accordance with the JKR standard
Chainage CutFill information under Detail Calculation of Road End Area report
Enhancement of SuperElevation report with detailed information on the Section Type and Gradient change per meter (%/m)
Tooltip information on the chainage and road width of each road offset
More precise and well-defined Runoff Length Calculation Method at the Properties grid and under the Road Parameters settings
Drain
A more detailed Excel Report showing the catchment mark for each of the drains.
Implementation of verification error on drains with duplicated edges.
Introduction of a verification error on Invalid IL – IL greater than the Ground Level or Platform Level to resolve unresponsiveness of the program during analyzation.
Water
Reducing the stringency of the verification error ‘The water demand and its input are unmatching’ to a warning instead.
MSMA
Enhancement of OSD report in accordance with JPS feedback
Bug Fixes
General
Improved error message on software’s inability to locate the original file path for the project file
Improvement in opening corrupted or incomplete project files in software
Data that is copied and pasted between the software’s Spread Input and MS Excel or Google Sheets (and vice versa) remains accurate for all modules
Individual Cut Sections and Cut Sections (Title Block) produced and exported aligned with the ‘Export Unit’ opted by the user
No crashes when clicking Defaults under Project Parameters when changes are made to the layer E-Area Element
Ensuring the underlying file path is kept up to date to prevent missing tracing files when the project file is moved or saved to a different name
No missing x-intervals or marking lines under the long sections of all utility modules.
Earthworks
Improved response time when updating a substantial number of platforms in the Spread Input by using the ‘Apply All’ function.
No error or crashing when deleting all vertices of a platform
The ‘Break’ feature for points can now be utilized without encountering any errors when moving the cursor to a non-vertex point
The retaining wall assigned to a platform appears properly on the cut section
Changing in Boundary input will be updated instantly in DTM Platform CutFill Volume once reanalyzed.
CutFill contours now are shown properly within the boundary line input.
Verification errors in earthwork modeling will be promptly updated in the verification panel once they are resolved.
Verification checks for boreholes located outside the boundary are now implemented
Enhancements have been made to the DTM Autobalance dialog with the implementation of a vertical scroll bar for projects with a substantial number of boundaries.
Real-time verification error for duplicated boundary names
Platform edges or corners numbering now displays in accordance with the selected ‘By Edges’ or ‘By Points’ settings under Platform Editor
Mesh coordinates exported will instantly update upon any changes made to the survey data
No crashes or unexpected errors when generating slope
Software no longer crashes when clicking the ‘Mesh’ function for the CutFill contour
ZigZag cut sections and any additional segments of the cut sections will be accurately represented in the CutFill contour.
The program no longer experiences freezing when toggling options for ‘Surveyor Point Used’ under parameters, and it no longer triggers changes to the Alpha value or a verification error in the process.
Improvement in slope generation for complex platforms with verification error suggesting user to break the platform into simpler polygons
The elevation of contour lines in the exported Input drawing is now properly aligned with the ground data
Improvement in the import of survey points from contour lines; When the ‘Minimum Polyline Vertex Spacing’ option is unchecked, only polyline or line vertices will be imported.
Text Display Settings for Survey Points at the Properties Grid has been corrected to eliminate duplication of the Horizontal Justify
Enhancement on software’s behavior for overlapping of the same road platforms with the implementation of ‘Use NTS buffer’ options.
Road
The existing platforms and slope ratios remain unchanged when changing the ‘Cross Section Type’ under the Project Parameters
Improvement in the generation of self-intersecting platforms
Enhancement in the generation of Cutside drain platforms at road junctions, thereby eliminating the self-overlapping behavior
Superelevation has been improved with the implementation of Reverse Crown (Transition between Normal Crown and Full Superelevation)
Invalid plane platform generation has been improved, hence eliminating unexpected errors and missing platform issue
Improvement of the SE Diagram in the Vertical Detailing of the latest version with the implementation of Reverse Crown
Implementation of a more detailed superelevation table with ‘Section Type’ and ‘Gradient Change/meter’ information
Software no longer crashes when CutSide drain is added as road offsets
Toe drains appear on KeyPlan with or without FillsideVerge as the road offsets
Improvement on Cross Section View of roads with Toe Drain by the elimination of unnecessary Toe Drain Length Dimension
Optimized processing speed to reduce the time required involving road projects with large tracing drawings.
The highlighted selection of road entities moves in sync when using the MoveUp or MoveDown button under the Spread Input of Road Width
No crashes when generating Road End-Area Report
The processing time for lengthy roads with a high number of survey points has been optimized
No unexpected error was produced when clicking Road End-Area Report
Users can enter up to three decimal places for the Starting Chainage
The memory usage on machines has been optimized when importing a substantial number of survey points along with tracing drawing
Optimization in the generation of road cross-sections for long road projects
Software no longer crashes when copying and pasting road design information under the Spread Input
Superelevation Report and Horizontal Detailing are properly generated for one-sided road offsets
Drain
The software does not self-exit when analyzing drain networks with invalid nodes.
Improvements in tolerance for Invert Level values to resolve numerical bug triggering verification error ‘Incoming IL is lower than Outgoing IL’
Drain Node Table data is shown accurately on KeyPlan following the output from the analysis
No crash when software is analyzing drain networks with duplicated edges
Synchronization of the Design ARI opted under the Location dialog with the Drain Properties grid
Accurate presentation of NaN under the catchment slope column, following the NaN value displayed under the Overland Flow Time calculator dialog
Improvement on the iteration for starting IL of Cascading Drain by taking into account the minimum depth due to drain height
Sewer
Software no longer crashes when analyzing sewer design with unspecified pipe type.
Implementation of a verification error involving unspecified pipe type
Enhancements on tolerance for Invert Level values to address numerical bug causing the verification error ‘Outgoing IL is higher than Incoming IL’
Enhancements on tolerance for minimum depth checking to resolve numerical bug triggering a verification warning on ‘Sewer End Node IL less than min depth’
Water Reticulation
Water Demand updates accordingly as per the user’s input and any changes will be reflected when the ‘Apply All’ feature is used in the Spread Input column
Changes made to the Peak Flow Factor and Fire Flow Factor under Project Parameters will be reflected in the newly created pipe
Water Demand will be updated according to the user’s input when transitioning between pipes by either selecting the pipe listed or using the Next/Previous button within the calculator
The unit reflected on the header in the water demands report will be updated according to the changes in the unit selected under the Project Parameters
Running the Pipe System Display column will preserve the options selected by users under the Project Parameters
A verification error for corrupted pipe type has been implemented which can be resolved by following the suggested workaround or by using the AutoFix option
MSMA
The rainfall intensity reflected under the Stormwater Quantity Design Criteria will be updated instantaneously with the inclusion or exclusion of the CCF in the pond design
The storm duration input and the ARI opted will be preserved when the culvert design project is re-opened.
Implementation of warning on insufficient Required Water Depth provided by the user in OSD design.
Improvement on the computation of Required Water Depth in OSD design to resolve incorrect input validation on insufficient water depth.
OSD project designed following MSMA 2 Swinburne Method no longer experiences unresponsiveness when clicked
No crash on the software when clicking the Outlet Design tab in the Sediment Basin project
Coefficients for Rainfall intensity computation in the Sediment Basin project are now displayed and updated accordingly once the user inputs the location
Summary Report of pond project using MSMA 1 now displays the accurate storage time
Software no longer crashes when the water level simulation feature of the pond project is closed
Software no longer shows unexpected errors for newly created sediment basin project
No crash when the user clicks ‘Calculate’ for the Pond Requirement in the OSD project
The Basin Outflow Limit ARI and information on the outlet design is no longer missing when the Major Design Storm Primary Outlet is untick
Implementation of a warning on the mismatch between the total catchment area and the pond storage when the platform has been set as a Rainwater Harvesting
Accurate display of the slope value (m/km) in the Textual Report for both pond and OSD projects, computed using the Bransby William equation
No crash when the user clicks on the Overland Flow Time calculator dialog in IDF projects
MCIntegrator
Users can define Network in Civil 3D for Sewerage Pipe Sync and Drainage Pipe Sync without experiencing crashes in version 2023
Optimizing the synchronization of surfaces from Civil 3D to MiTS 2 platforms by minimizing the occurrence of incomplete platforms after snap rounding
With no part family member defined for the part type, software no longer crashes and a verification error has been implemented in the latest version
Software no longer crashes when the Structure Part Family and Part Size are not defined under Parameter and a verification error has been implemented under the Action Panel
