by admin | May 29, 2019 | Blog, MiTS 2, Modelling-techniques, MSMA
Case: User needs to design a stormwater management to an area with a size of 30 m x 30 m x 1.5 m RC detention storage tank. The calculation is manually calculated as per spreadsheet. The summary of the design output for the storage tank is as follows: PSD = 177.7...
by admin | May 8, 2019 | Blog, MiTS 1, MiTS 2, MSMA, Technical Documentation
Project file MiTS 1(PondCAD) here Project file MiTS 2 here Software Report here Manual Excel Spreadsheet here Linear interpolator here *kindly informed that you will need to download the manual excel spreadsheet and software report Objective Comparison between...
by admin | May 7, 2019 | Blog, MiTS 1, MiTS 2, MSMA, Technical Documentation
OSD Rational Method (MSMA 1) Project file MiTS 1(PondCAD) here Project file MiTS 2 here Software Report here Manual Excel Spreadsheet here Linear interpolator here *kindly informed that you will need to download the manual excel spreadsheet and software report...
by admin | Aug 24, 2018 | Blog, MiTS 1, MiTS 2, MSMA
In MSMA 2, Simplified Method is recommended for site which area is less than 5 hectare. Simplified method, according to MSMA 2 chapter 5.8 , is a simplified procedure involving only the use of tables, figure and simple computations. Compared to MSMA 1, where Rational...
by admin | Jul 16, 2018 | Blog, MiTS 1, MiTS 2, MSMA
As it is known, MSMA 2 doesn’t contain IDF coefficient for Sarawak; the IDF Coefficient for Sarawak is contained inside Sarawak Hydrology yearbook. For the benefits of Sarawak C&S consultants, we have scanned the IDF data from this book, the softcopy of the...
by admin | Jun 11, 2018 | Blog, MiTS 1, MiTS 2, MSMA
MSMA 1 One can refer to MSMA 1 at the official website here MSMA 2 Here is the official guideline for Urban StormWater Management Manual for Malaysia Second Edition. A mirror copy of the guideline can also be downloaded from here. SUStoM SUStoM (Sarawak Urban...
