603 - 5885 1250 (4 lines) [email protected]

Temporal Pattern for SUStoM, Sarawak

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...

IDF Fitting Coefficient for Sarawak in SUStoM

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...

Announcing SUStoM support for MiTS 2

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...

Guide on Slope “In” & “Out”

1.0 Introduction Guide on slope hatching, modeling and ratio adjustment will be explained in this section. 2.0 Purpose MiTS 2.0.46.0 onwards will consider slope “in” direction slope as another one different layer. The main purpose of this is to ensure the consistency...

Road: Carriageway, Shoulder and Verge gradient

(MiTS 2.0.51.0 onwards) Existing Road To change the gradient of carriageway, shoulder and verge of existing road, go to: i. Carriageway Super-elevation > Spread Input > Adjust Cross Slope Rate % value ii.  Shoulder Road Width > Properties tab on RHS > Adjust Shoulder...