Case Study - MES Innovation Sdn Bhd

603 - 5885 1250 (4 lines) info@mes100.com

Home
Products
- MiTS 2
- MiTS
- MES-Road
- DraNet
- EW3D
- LoopWinPlus
- PondCAD
- SewNet
Events
- Gallery
- Office Training
Downloads
About
Knowledge Base
- User Manual
- Technical Documentation
Customers Stories
Blog
Join us!
Contact

Select Page

Popular Search draindetentionwatershedpondroad

Case Study

6

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

Benchmark

22

General

How to check the exported DWG Invert Level (IL) and X,Y coordinates from 3D view is preserved?
Improved Horizontal Clash Analysis Benchmark

Earthwork

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

Road

Road Widening on Curves
What is Transition Length, Road Runoff and Road Runout on Tangent

Drain

Drainage and Sewerage Benchmark per Pipe Basis
Composite Drain Benchmark
Benchmark of Equations for Pipe and Box Culvert

Water

Manual headloss calculation benchmark with MES software
Water Reticulation Benchmark
Benchmark of Pumping Station Design

Sewer

Drainage and Sewerage Benchmark per Pipe Basis

MSMA

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’

Exposition

49

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

Earthwork

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

Civil 3D

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

Road Drainage System: Difference Between CutSide Drain and Drain Reserve
Road End Area Calculation Concept
Inser Title Blocks in Road Cross Section Detailing

Drain

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

Water

Running Pipe System in Water Reticulation
LW+: Pressure Reducing Valve calculation
How to identify critical node for hydrant location

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)

Troubleshooting

30

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

Installation

How to set up MiTS Intranet License Manager
Guidelines To The New Soft-Lock & Cloud Licenses

Earthwork

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

Road

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

Drain

Why Does The Drain Dimension Is Smaller Than The Previous Drain ?
Drainage Analysis Failed Troubleshooting Guideline

Water

Troubleshooting in Water reticulation

MSMA

Solution for Google Terrain Map not showing on PondCAD module or MiTS

Modelling Techniques

58

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

Earthwork

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

Road

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

Drain

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

Water

Average Flow Analysis In Water Reticulation
How to identify critical node for hydrant location
Pump Curve design

Sewer

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

MSMA

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

FAQ

12

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

Earthwork

Why Subsequent Surveyor Points Imports are Far Away From The Original Location?
Import Follows Text/Polyline Z-Value

Road

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

Water

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?

Drain

How To Obtain Long Section With Customized X-Interval & Elevation-Level

MSMA

Why OSD simplified method is always ARI 10 years

Home
Docs
Technical Documentation
Case Study

Case Study

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

Designed by Elegant Themes | Powered by WordPress

× WhatsApp Help