by admin | Jul 23, 2021 | Blog, MiTS 2, MSMA
MiDUSS was (is?) a popular stormwater management design tool that was used by local consultants. This is a guide written for the users who want to transit from MiDUSS to MiTS, and to understand how MiDUSS results map to MiTS results. MiDUSS and MSMA 2 MiDUSS...
by admin | Jul 19, 2021 | Blog, MSMA
MSMA 1 The estimation of Permissible Site Discharge (PSD) and Site Storage Requirement (SSR) for On-site detention (OSD) is based on the Swinburne Method developed at the Swinburne University of Technology in Melbourne, Australia. The method evolves between the...
by admin | Jun 3, 2021 | Blog, MiTS 2, MSMA, Technical Documentation
Starting from MiTS 2.6.x.x, users are now able to use the import google earth points to produce watersheds and this can be viewed in 3D view as well . (For imported survey points, user can refer to Watershed Delineation in 3D view ) Therefore, without survey points,...
by mahirah zor | May 21, 2021 | Blog, MiTS 1, MiTS 2, MSMA
Detention pond is one of the practises for stormwater management. It is used to control the stormwater discharge by temporarily storing the water and gradually releasing it by using a control outlet. Ponds can be developed as dry or wet ponds. DRY AND WET...
by admin | May 21, 2021 | Blog, MiTS 2, MSMA
5 minutes is commonly used as the minimum value for the Time of Concentration. This is due to the storm duration used in the IDF curve equation which is valid between 0.0833 hours (5 minutes) to 72 hours and is referred in Storm Management Manual for Malaysia (MSMA)....
by admin | Mar 30, 2021 | Blog, MiTS 1, MiTS 2, MSMA
Latest MiTS 1 and 2 allows users to compute the analysis at any level of Starting Water Level (SWL), especially for the retaining pond. Default value is maintained as before which is the total of Invert Level (IL) and Height of bottom orifice (Invert Level + H). ...
