by admin | Jul 9, 2019 | Blog, MiTS 2, MSMA
Construction exposed to rainfall could cause erosion and sedimentation in the stream, as well as water pollution. Therefore, calculation of soil loss is significant in order to estimate the mitigation approach. Universal Soil Loss Equation (USLE) and Modified...
by admin | Jul 3, 2019 | Blog, MiTS 2, MSMA
Some of the OSD design might not require you to assign an OSD for the area, which may be caused due to value of Qpost =< Qpre. Such an event usually requires engineers to provide a small detention tank, but the calculation of the provided volume will be less than...
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...
