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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 does Soil Swell and Shrink factor work in MiTS?
How alpha function works?
How subgrade/pavement thickness affect the EW cut/fill area
Slope Set Configuration
Survey Point Usage Indicator
Watershed Delineation Guideline
Boundary Selection in CutFill Contour
Wall Lines
Civil 3D
Civil Sync and CAD Sync Between MiTS & Civil 3D
AutoCAD is NOT Civil 3D
Platform Sync in MCIntegrator: The Explanation and Benchmark
How Earthwork Cut and fill Calculation works in Civil 3D
Cut and Fill Quantity Calculation: How Can We Create Platforms and Slopes with Drops in Civil 3D?
Road
Inser Title Blocks in Road Cross Section Detailing
Road End Area Calculation Concept
Road Drainage System: Difference Between CutSide Drain and Drain Reserve
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?
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
How to identify critical node for hydrant location
LW+: Pressure Reducing Valve calculation
Running Pipe System in Water Reticulation
Result Viewer for Utility Module
Minor Loss in Water Reticulation
Sewer
Result Viewer for Utility Module
MSMA
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)
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