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- Step by Step To Resolving Earthwork Quantity Disputes with Client
- Using MiTS To Design Standard-Compliance Infrasites
- Adding Values to Your Clients
- How to dispute and win in earthwork cut and fill quantity argument
- Watershed Case Study
- Case Study on the Differences of Pond and OSD Swinburne Method
General
- How to check the exported DWG Invert Level (IL) and X,Y coordinates from 3D view is preserved?
- Improved Horizontal Clash Analysis Benchmark
- MiTS Earthwork self verification and verification with Civil 3D
- The Comparison of Earthwork Cut and Fill for As-Built
- The DTM method and accuracy of MiTS 2 Earthwork
- EW volume comparison between MiTS 1 and MiTS 2
- EW volume comparison between DTM vs Grid Method and End Area Method
- Drainage and Sewerage Benchmark per Pipe Basis
- Composite Drain Benchmark
- Benchmark of Equations for Pipe and Box Culvert
- Manual headloss calculation benchmark with MES software
- Water Reticulation Benchmark
- Benchmark of Pumping Station Design
- Benchmark for Rational Detention Pond Method– MSMA 2 Appendix 7A
- Time Area Method Detention Pond Benchmark MSMA 2nd Appendix 2.F2
- Different Soil Erodibility Factor K Equation Calculation in MiTS to MSMA 2
- Mapping The Results of MiDUSS to MiTS Software
- Manual Result vs MES Software Result (SUStoM)
- Benchmark of Equations for Pipe and Box Culvert
- Comparison of OSD results between software calculation and excel spreadsheet using ‘Simplified Method’
- Comparison of OSD results between software calculation and excel spreadsheet using ‘Swinburne Method’
General
- BIM and Information Exchange in MiTS
- Snap Rounding
- Free BIM Viewers for infrastructure and civil engineering applications
- The State of BIM Software and Autodesk
- How subgrade/pavement thickness affect the EW cut/fill area
- How alpha function works?
- How does Soil Swell and Shrink factor work in MiTS?
- Watershed Delineation Guideline
- Watershed Analysis: Automatic streamline and catchment delineation in MiTS 2
- Behaviour for Slope In Cut Section for Vdrain
- How accurate is Google Earth Elevation?
- Grid Method in Earthwork
- Difference between TRN (Triangulated Regular Network) and TIN (Triangulated Irregular Network)
- Digital Terrain Method: Explanation and calculation
- Platform Sync in MCIntegrator: The Explanation and Benchmark
- AutoCAD is NOT Civil 3D
- How Earthwork Cut and fill Calculation works in Civil 3D
- Civil Sync and CAD Sync Between MiTS & Civil 3D
- Road Drainage System: Difference Between CutSide Drain and Drain Reserve
- Road End Area Calculation Concept
- Inser Title Blocks in Road Cross Section Detailing
- What is Flow Ratio?
- Road Drainage System: Difference Between CutSide Drain and Drain Reserve
- Multiple Openings for Pipe Culvert and Box Culvert
- Why Detention Drain Size Is A Lot Bigger Than Natural Drain
- Graphs and Equations Used In Culvert Design (Nomographs, Part-full Flow, Critical Depth, Full Flow)
- Behaviour for Slope In Cut Section for Vdrain
- Running Pipe System in Water Reticulation
- LW+: Pressure Reducing Valve calculation
- How to identify critical node for hydrant location
- MSMA Pond: Basin Outflow Limit ARI Feature
- IDF coefficient – Guideline on MSMA 1
- IDF Fitting Coefficient for Sarawak in SUStoM
- SUStoM Data and Methodology
- Temporal Pattern for SUStoM, Sarawak
- MSMA/SUStoM guidelines for Malaysia
- Why MiTS Allows Users to Proceed to Outlet Design, Although Provided Volume is Less Than SSR
- Graphs and Equations Used In Culvert Design (Nomographs, Part-full Flow, Critical Depth, Full Flow)
- Culvert Design according to MSMA 2 in MiTS 2
- New MSMA 2 data for Sabah and Sarawak based on Estimation of Design Rainstorm in Sabah and Sarawak (SUStoM) – Revised and Updated 2018
- Why Detention Drain Size Is A Lot Bigger Than Natural Drain
- Difference Dry Pond and Wet Pond
- How to Estimate Time of Concentration (tc)
- Minimum Time of Concentration (tc) Setting
- Preliminary Pond Volume of A Pond
- How to compute irregular pond stage storage relationship according to MSMA?
- Stage-Storage Relationship and Stage Discharge Relation and Storage Indicator Numbers
- Starting Water Level for Retention Pond
- Pond Routing
- Why does the maximum discharge for major does not change after changing diameter & number of orifice
- A comparison between OSD Simplified Method and OSD Swinburne Method
- OSD Swinburne Method, MSMA 2 table method and Inflow Hydrograph
- Erosion and Sediment Control Plan (ESCP)
General
- How to Make The Zoom In or Pan of Drawing Smoother
- How to Troubleshoot a Missing Dongle
- How to Restore Column Layout Under Spread Input
- MiTS 2 Installation Error
- How to Fix Error Messages Due to Antivirus
- IFC file Troubleshooting in Revit
- Guide on ‘what to do when software crash during modelling and when backup a project file’
- Program cannot start due to ‘api-ms-crt-runtime-I1-1-1.dll’ missing
- How to open MiTS generated IFC file in Navisworks Manage 2019
- What To Do if Program Crashes
- Error Invalid Table name when generating Cut Section in MiTS
- How to Load Tracing File with different Base Point
- How to Change The Renderer Type at MiTS.exe.config to Avoid 3D View Problem
- How to Solve the Crash Issue When Opening a Project
- How to Turn The Engine Method from Matlab to Native on MiTS 1 or MES Module
- How to read the Event Viewer
- How To Identify And Delete Wrong Surveyor Points
- Why Subsequent Surveyor Points Imports are Far Away From The Original Location?
- How to Fix Overlapping Platform
- Troubleshooting Guideline for Google Earth Import
- Discrepancy in Earthworks Volume Calculation?
- Error Invalid Table name when generating Cut Section in MiTS
- How To Solve “Platform Index are Located Outside The Survey Point Boundary” or “Platforms are Located Outside Convex Hull”
- How To Identify And Delete Wrong Surveyor Points
- Why Subsequent Surveyor Points Imports are Far Away From The Original Location?
- How To Solve Issue on Full Berm at the Top Part of the Slope In MiTS 2 (Reorder Slope Function)
- Error Invalid Table name when generating Cut Section in MiTS
- How to solve the invalid arc angle message
- Why Does The Drain Dimension Is Smaller Than The Previous Drain ?
- Drainage Analysis Failed Troubleshooting Guideline
General
- Changing Survey Points Style in MiTS 2 & Civil 3D
- Importing PDF Files into MiTS
- How to Check ILs for Pipes/Drains after Export to IFC
- How to import platform/utility pipes from another projects?
- Blinking Entities in 3D for Clashing Entities
- Exporting a 3D view in the.dwg/.dxf format
- MiTS 2 How to Load Tracing File with different Base Point
- Change Slope Ratio
- Connecting Slope Between Two Platforms
- Solving Gap Between Two Platforms by Create Infill
- Calculating earthwork quantity on per soil profile layer basis
- Scale in Cut/Cross Section Drawing in Viewport
- How to generate different gradient for slope in Earthwork
- How to Generate Multiple Tier of Retaining Structure Using Auto Slope Command
- Using Google Earth import and Watershed Analysis to Estimate Flow Path
- Watershed Delineation in 3D View
- How to Take Higher or Lower Z Neighboring Values for Infill Platform
- Previous Slope Feature
- Modelling Difference to Generate Continuous Slope in MiTS 1 and MiTS 2 (Reorder Slope)
- How to create Slanting Platform with More Advanced Features in MiTS 2
- Guidelines on Title Block in Cross Section, Road Horizontal and Vertical Detailing and Earthworks Cut Sections
- How to Use Earthwork Master String
- Customization of the indication levels at all long section and cross-section
- How To Model Sharing Slope Between Conjoined Platforms
- Independent Gradient of Slope and Berm Drain
- How to reduce the number of surveyor points imported from contour lines in MiTS 2
- How to reduce the number of surveyor points imported from contour lines
- Steps to Include Berm Drain Width as Part of Berm Width
- EW3D End Area Method for Irregular-shaped Development Area
- Calculation of End Area Method in Earthwork
- Guide on Slope “In” & “Out”
- How to Import As- Built
- How does Earthwork Module Handle Inaccuracy in input?
- How To Create A Platform Within Another Platform
- How to Indicate Topsoil Depth
- Slope drains on the roadside for CUT and FILL area
- How to Design L-Junction
- How to Add Intermediate Horizontal Intersection Point (HIP)
- Scale in Cut/Cross Section Drawing in Viewport
- Shoulder High Side and Low Side of Superelevation
- Adjustment Factor of No. of lanes on spiral length
- Open Loop in Road
- Carriageway, Shoulder and Verge Gradient
- How to Set Arbitrary Low Design Radius
- How to simulate roundabout in Road
- How to create taper road in MES Road
- How to apply customized constraint parameter to obtain shallower IL design in Drainage and Sewage
- Cascading Drain Calculation
- Depth Below Invert
- Steps to Include Berm Drain Width as Part of Berm Width
- How does the length of arrow in drainage catchment affects time of overland flow
- How to use Drainage design outside West Malaysia
- Average Flow Analysis In Water Reticulation
- How to identify critical node for hydrant location
- Pump Curve design
- How to apply customized constraint parameter to obtain shallower IL design in Drainage and Sewage
- How to use the pump flow in Sewerage
- Old and New Pipe
- How to Customize the IDF Coefficient for Detention Pond
- Modelling detention drain in MiTS 2
- How to determine the ‘S (%)’ and ‘L (m)’ value for catchment
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General
- How to export MiTS output to various file types?
- How to import MiTS 1 project file
- How to Get API Key for Google Earth Import
- How to Send Backup MiTS 2 Project File
- Why Subsequent Surveyor Points Imports are Far Away From The Original Location?
- Import Follows Text/Polyline Z-Value
- Why Subsequent Surveyor Points Imports are Far Away From The Original Location?
- Import Follows Text/Polyline Z-Value
- How to Change Slope Ratio in The Road Cross-Section
- LW+ : How To Generate Long Section of Pipeline
- How to apply pump & valve to keep pressure within range
- Why pump at end water pipe not working?