by mahirahzorkeflee | Nov 1, 2021 | Blog, MiTS 1, MSMA, Technical Documentation
This article provides the fundamentals required for designing the stormwater management facility, which includes the calculation of Time of Concentration, tc, Time of Overland Flow Time, to and Time of Drain, td.Project file example Time of Concentration, tc...
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 provided...
by mahirahzorkeflee | 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 mahirahzorkeflee | 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). ...
by mahirahzorkeflee | Feb 18, 2021 | Blog, MiTS 1, MiTS 2, Technical Documentation
CASE 1: What to do if the Earthworks quantity you receive from other parties such as the Quantity Surveyor, contractor or other consultants have some discrepancy from your calculations given the same project. 1.Check on what method is been used MiTS...
by ili diyana | Dec 23, 2020 | Blog, MiTS 1, MiTS 2, MSMA, Technical Documentation
For Pond Routing, reference is made from MSMA 2nd Edition; Chapter 7 Detention Pond MSMA 2nd Edition 1. Stage-Storage Relationship For Example; at stage 1.5m; V = [(A1 + A2 ) / 2 ] * 0.5 = (7275 + 7360 / 2) * 0.5 =...
