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). ...
by admin | 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 admin | 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 =...
by admin | Dec 18, 2020 | Announcements, Blog, Events, MiTS 1, MiTS 2
Attention to all our dear clients, as we are now moving into ‘new normal’ due to this year Pandemic of Covid 19, we have new software training plan that will include online training as well. MiTS Version 2 For MiTS 2.x.x.x users, training will be further...
by admin | Dec 15, 2020 | Blog, MiTS 1, MiTS 2, MSMA, Technical Documentation
Reference: MSMA 2nd Edition; Chapter 2; 2.5 Hydrological Routing MSMA 2nd Edition; Chapter 7 – Detention Pond How to perform routing through a reservoir or storage facility using Equation 2.17 Step 1: Develop: i. Inflow hydrograph Rational Method refer Chapter...
by admin | Oct 28, 2020 | Blog, MiTS 1, MiTS 2, Technical Documentation
Project example here Let’s say we take Pipe 17 (Node 16 to Node 22) as an example. Before applying any valve, the residual pressure at Node 22 is 89.14m (can refer to image 1). After applying PRV at Pipe 17 with a pressure =30m, when analyzed, the NEW residual...
