User enters a runout length value that less or more than the ATJ, a warning will appear at verification tab
Drain
The IL of the node is been displayed in the Input Screen
Water
Output for Water Reticulation as per Syarikat Air Johor (SAJ) standard
User can choose whether to segregate or not the results as per their submission requirement
In the Textual Report, the inner and the outer pipe diameter is shown
MSMA
Implementation of Sharp Crested Weir method for Secondary Outlet of Detention Pond
ESCP Design
Sediment Yield is included in Site Condition
C & P factor is include in the Calculation and Detailing
User can define site condition remark
Runoff Coefficient is include so user can just refer directly during the design process
User can design Underground OSD with pipe or box culvert
Clash Analysis
Clash analysis will check the crossing utilities even the utilities is at the different level
Long Section also showing same utilities crossing each other at different levels
Enhancements
When reopened, the filter on the verification tab will use the most recent settings
User can eliminate ‘Degenerated points’ during survey point import process
Zoom in and pan around more smoothly because software takes shorter time to process and respond to cursor movement.
Snap function more snapper
User can choose to backup file with or without loupe file to reduce the size of the zip backup file
Software will produce a detailed warning if the file name is too long
Earthwork
Software will give user tool tip when user try to do Cut and Fill analyze without importing the survey point
Changing the gap length between tadpole slope
User can choose either to include all survey point or not
Software provide a verification warning when TRN is not generating enough triangle elements
Time required is reduced to check overlapping platform
Road
Input screen would not zoom out when selected an element
Allow user to choose which superelevation table user want to use in the design
Software will give user a warning if end chainage is negative number
Drain
Drainage analysis more consistent
Software will produce a warning when drainage diameter is smaller than freeboard
User may choose the average velocity equation for open drains
User no need to insert the H1 value for the Block, RC as it will be computed by software
Water
User can edit column sequence and description for summary table
In Schematic Plan can show the name of ‘Running Network’ for pipes
Output result is in 3 decimal point as per RSAJ Requirement
Sewer
There will be a warning if the pipe length is not entered correctly. However, it will have no effect on the analysis process
MSMA
Tcpost > Tcpre warning will appear at both Time-Area method and Rational Method
User can redownload Google Terrain Map when the Rainfall Gauge Map is not displayed with a Google Terrain Map
By default there is no checking of Q primary outlet against PSD at OSD design
Bugs Fixes
No crashes when to change the Water Level layers color
When click at the toggle entity, only utilities layers ‘ON’
3D screen will not switch to any other screen when user try to click node/pipe
Now when user save the project with name contain “/” character or any invalid character there is a warning will popup
The layers properties changes will reflected directly at the Cross-Section/Cut-Section/Long-Section and also Input Screen
Double line to indicate the outer and inner layer of the pipe is fix
Pan zoom in/out respond immediately
The counts for Errors and Warnings at Verification tab will show the verification for the active module only
IL of the utilities is been preserve when merging project file
Contour line can be display at 3D View without bug
Input nodes of the pipe/drain can be done without bug
Project parameters Data is preserved when Save and Load the parameters
Earthwork
User can proceed design dry sediment basin when Tc > 60 min
User can import google earth points smoothly
After breaking the platform, the platform height data will immediately update with the inputted height.
Slope produced start/end at the platform/OGL
When a user clicks the Next/Previous Platform button in Platform Editor, the input screen is directly reflected to show which platform it is.
Cross-Section shows All will now showing all cross-section include MasterStrings and End Area without missing any cross-section
The Earthwork Report’s bounded area has improved its accuracy.
User now can input a platform that has more than 10 points smoothly
DTM cut and fill contour is properly filled
User can create new platform without crashing
Platform height at the input and key plan drawing is synchronized
Topsoil depth properties is instantly updated
Layers drawing properties is instantly updated
Platform height and marking are updated instantly
User can edit platform height directly at the Platform Height Text without an issue
Road
User can manually input design speed without any restriction/limitation
Chainage interval changed at the parameter will reflect directly at the cross-section and road end area report
Once user make a change at the road design standard the software will update it directly
CAD measurement can be use at the output Horizontal Detailing
Real-time verification has been updated
Time taken for road analysis has been reduced for bigger project
The spread input table will update accordingly when user change the Runout Calculation method from Auto Calculate to User Defined
Transition Length formula is include in appendix
User may generate slopes at Road Module smoothly
No crashers occur while designing the road
User may generate drain in the road module without crashes
Survey point data is more stable, hence generated end area report is more consistent
Drain
Long Section can be produced like usual
Time required to import Drainage key plan had been reduced
Td and the Tc value of the drainage can be produce as usual
The amount of time required to analyse the drain is reduced
Textual Report produced will be based on the which MSMA guidelines user use
User can delete the drain size at the Project Parameters
Road superelevation will be reflected at the road cross-section
The user can add/remove drain vertex without crashing
User can change the starting Chainage of the road without crashing
The iteration IL more closely reflects the input’s fixed gradient
The Spread Input Value precisely matches with Long Section details
User can adjust IL or gradient of the drain without close the Long-Section tab
Ground level at the Drain Long-Section is more consistent after multiple analysis
Water
Water Reticulation can be analyze even without hydrant
Average Flow Analysis excel file can be export as usual
When changed the table description at Project Parameters, the description at the table output is the only things that follow the changes. Other would not example, the keyplan output.
User may make changes Running Pipe system at Project Parameters without crash when user make any other changes
Nodes marking will no longer affect the analysis process
User can sync MES Modules Project File Directly to MiTS 2 smoothly
Sewer
QS report can be included during the Batch Report
The Colebrook-White Equation is included in the Textual Report
MiTS 2 can open the SewNet (MES Module) project file
User can input Main Forces properties
Deleting sewer pipes and nodes respond immediately
MSMA
User may Batch Export for graphs output without error
Pond details will instantly update when user change the pond type at pond sizing and click the ‘Synchronize with MiTS-Earthworks’
EW Pond Platform can be synced as usual even if another pond platform is close the assigned pond platform
Pond platform can be synchronization in Pond – Time Area Method
IDF Value will follow drain synchronized value for Pond design
MCIntegrator
User can synchronized MiTS 2 Project file into Civil 3D
Allow full synchronization of 3D View
Specific warning will be produced if MiTS 2 project file is cannot open in Civil 3D
Fix on the disconnected of pipe and fittings when editing the MiTS 2 Project file in Civil 3D
Warning will be given is 3D View path is missing instead of program crashing
User can edit pressure networks and pipe networks for the infrastructure entities in Civil 3D without crashes
Software will produce warning when user not update the 3D View file in Civil 3D after make changes in MiTS 2
User can sync utilities object as CIVIL Object fully without a bug
Fix on different value IL in MiTS and Civil 3D
Fix on ground Level for Nodes becomes Zero
Is compatible to use in Civil 3D 2023 version
Allow user to select which survey points they want to import from MiTS 2 to Civil 3D
Warning will be produce if user do not defined the Civil 3D Surface instead of crashing
Synchronization of multiple network for MCIntegrator
Synchronization of Platform Surface for MCIntegrator
Synchronization of Platform Surface from Civil 3D to MiTS
Warning will be given when platform mark is null instead of crashing
Parameters settings as a NoSync can be done successfully
Verification error showing no corresponding MES pipe type in parameter
Tooltip will be given if user make any changes in the parameters. As it will affect the newly added structure only