by admin | Apr 13, 2021 | Blog, MiTS 2, Technical Documentation
Starting in MiTS 2.6.x.x, watershed delineation is now available to be viewed in 3D view. New layers are introduced to represent the watershed which are ‘Streamline’ and ‘Catchment’. To be able to view the watershed in 3D view, the watershed needs to be generated...
by admin | Mar 10, 2021 | Blog, MiTS 2, MSMA, Technical Documentation
Purpose: To benchmark MES results with MSMA 2 detention pond rational method (Chapter 7 Appendix A) Sample MiTS 2 Project file here Manual Spreadsheet here MSMA 2nd Edition here Pre Development Tc and Rainfall Intensity For benchmarking purposes, we will...
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 | Feb 3, 2021 | Blog, MiTS 2, Technical Documentation
Steps to install MC Integrator plug in Civil3D (for MiTS 2.5.2.0 and above). (Related article: BIM and Information Exchange in MiTS) With installer (MiTS 2.5.2.0 and above): Grab the correct MCIntegrator depending on the Civil3D version. If you are running...
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 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...
