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...
by admin | Dec 7, 2020 | Blog, case-study, MSMA
A case study between OSD Rational Method and Pond Rational Method has been done, to compare the difference between these two stormwater managements. Project references: Project File for Pond Rational Method Project File for OSD Rational Method Similarity between...
by admin | Apr 27, 2020 | Blog, MiTS 2, MSMA
Reference Project Starting from MITS 2.4.16.0, rainfall data of Sabah and Sarawak are implemented according to “Estimation of Design Rainstorm in Sabah and Sarawak (Revised and Updated 2018)”. Over 100 of raingauge locations are added for the East Malaysia region and...
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...
