by admin | Aug 24, 2018 | Blog, MiTS 1, MiTS 2, MSMA
In MSMA 2, Simplified Method is recommended for site which area is less than 5 hectare. Simplified method, according to MSMA 2 chapter 5.8 , is a simplified procedure involving only the use of tables, figure and simple computations. Compared to MSMA 1, where Rational...
by admin | Jul 16, 2018 | Blog, MiTS 1, MiTS 2, MSMA
As it is known, MSMA 2 doesn’t contain IDF coefficient for Sarawak; the IDF Coefficient for Sarawak is contained inside Sarawak Hydrology yearbook. For the benefits of Sarawak C&S consultants, we have scanned the IDF data from this book, the softcopy of the...
by admin | Jun 11, 2018 | Blog, MiTS 1, MiTS 2, MSMA
MSMA 1 One can refer to MSMA 1 at the official website here MSMA 2 Here is the official guideline for Urban StormWater Management Manual for Malaysia Second Edition. A mirror copy of the guideline can also be downloaded from here. SUStoM SUStoM (Sarawak Urban...
by admin | May 25, 2018 | Blog, MiTS 1, MiTS 2, MSMA
When designing for flood mitigation techniques, there are a few parameters that are needed, such as Rainfall Intensity, Average Recurrence Interval (ARI), and rainfall Temporal Pattern. We have encountered Rainfall Intensity and Average Recurrence Interval for Sarawak...
by admin | May 24, 2018 | Blog, MiTS 1, MiTS 2, MSMA
In this post, we will talk about IDF fitting coefficients as published by DID Sarawak, to be used for SUStoM in conjunction with MSMA 2 SUStoM is the short form for Sarawak Urban Stormwater Management, which was approved by State Cabinet on 28th January 2016 as a...
by admin | May 24, 2018 | Blog, MiTS 1, MiTS 2, MSMA
SUStoM Guideline-ilovepdf-compressed A high resolution of the SUStoM design manual can be found at...
