by admin | Oct 5, 2021 | Blog, MiTS 2, Technical Documentation
MiTS 2 now can import platforms, tracing, networks, texts from PDF files. The source of PDF files can come from vector PDF (convert from DWG or other meta-data rich file format, therefore the entities can be easily identified and mapped to the CAD equivalent) or just...
by admin | Sep 24, 2021 | Blog, MiTS 2, MSMA, Technical Documentation, Troubleshooting/Tips
When designing drainage, users may sometimes be dealing with a fixed Invert Level at the end of the drain network (when connecting to existing drain) and may have trouble in passing the analysis due to the drain depth checking set in the project parameter. Or...
by admin | Sep 21, 2021 | Blog, MiTS 2, Technical Documentation
Project file: Viewport Scale Sample Project file (Version used 2.7.4) Exported Drawing Sample: EW Cut Section All in m here EW CUt Section in mm here Road Cross Section All in m here Road Cross Section in mm here The scale factor of a view in a layout viewport...
by admin | Sep 14, 2021 | Blog, MiTS 2, Modelling-techniques, Technical Documentation
In some cases, a different slope gradient may be used in generating the slopes. However, in MiTS software one platform edge can only have one (1) gradient value. Hence to have multiple slope gradient users will need to improvised on the modelling approach. ...
by mahirahzorkeflee | Sep 8, 2021 | Blog, MiTS 1, MiTS 2, MSMA
Introduction: There are two basic methods to computing detention pond flow, which are Rational Method and Time Area method. According to MSMA 1st Edition Chapter 14, Rational Method is recommended on small catchments up to 80 hectares. “Rational Method can...
by mahirahzorkeflee | Aug 9, 2021 | Blog, MiTS 2, MSMA
In reference to the ESCP benchmark, the calculation of Soil Erodibility Factor (K) equation used in our programme MiTS is different from the equation shown in MSMA 2nd Edition Equation 12.3. After numerous testing on the equation given by the MSMA and based on other...
