Exposition
- General
-
Earthwork
- Digital Terrain Method: Explanation and calculation
- Difference between TRN (Triangulated Regular Network) and TIN (Triangulated Irregular Network)
- Grid Method in Earthwork
- How accurate is Google Earth Elevation?
- Behaviour for Slope In Cut Section for Vdrain
- Watershed Analysis: Automatic streamline and catchment delineation in MiTS 2
- How alpha function works?
- How subgrade/pavement thickness affect the EW cut/fill area
- How does Soil Swell and Shrink factor work in MiTS?
- How to estimate the overland flow time in predevelopment based on watershed delineation
- Slope Set Configuration
- Survey Point Usage Indicator
- Watershed Delineation Guideline
- Boundary Selection in CutFill Contour
- Wall Lines
- Civil 3D
-
Road
- Road End Area Calculation Concept
- Road Drainage System: Difference Between CutSide Drain and Drain Reserve
- MiTS vs Civil 3D: Shoulder Slope Treatment in Road Superelevation
- User Guide: Add Manual Connecting Point
- Insert Title Blocks in Road Cross Section Detailing
- Comparison between Road Width Editor: Built-In Element vs Custom Element
-
Drain
- Behaviour for Slope In Cut Section for Vdrain
- Graphs and Equations Used In Culvert Design (Nomographs, Part-full Flow, Critical Depth, Full Flow)
- Why Detention Drain Size Is A Lot Bigger Than Natural Drain
- Multiple Openings for Pipe Culvert and Box Culvert
- Road Drainage System: Difference Between CutSide Drain and Drain Reserve
- What is Flow Ratio?
- Pipe Diameter Behavioural Difference across Utility Modules
- Exporting Storm Water Graph into Excel
- Computing H1 for Cast In-situ Drain
- Result Viewer for Utility Module
- Storm Water Design and Analysis Mode
- Precast Drain vs Cast-in-Situ Drain in MiTS
- Water
- Sewer
-
MSMA
- How to estimate the overland flow time in predevelopment based on watershed delineation
- 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)