by admin | Feb 19, 2020 | Blog, MiTS 2, MSMA, Uncategorized
Pump is used when one needs to transport the water from lower ground level to higher ground level. It can also be used when the level of the OSD is lower than the drain/river level that it has to discharge into. The design of the pump is according to chapter 19 of...
by admin | Feb 11, 2020 | Blog, MiTS 1, MiTS 2, MSMA
This is a OSD underground tank design result comparison between manual calculation with MES Software. In this documentation, a comparison of results between manual calculation and MES Software result will be shown. This comparison will be based on SUStoM requirement...
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...
