Exposition
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)