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. This is the approach we took and as an initiative to produce a set of data to be used in stormwater management for Sarawak only,...
by admin | May 24, 2018 | Blog, MiTS 1, MiTS 2, MSMA
[pdf-embedder url=”http://mes100.wpengine.com/wp-content/uploads/2018/05/SUStoM-Guideline-ilovepdf-compressed.pdf” title=”SUStoM Guideline-ilovepdf-compressed”] A high resolution of the SUStoM design manual can be found at here.
by admin | May 22, 2018 | Announcements, Blog, MiTS 1, MiTS 2, MSMA
SUStoM stands for Sarawak Urban StormWater Management. It is a planning standard to incorporate stormwater management into the design in order to minimize environmental degradation and improve aesthetic as well as recreational appeal of areas in Sarawak. As a...
