MSMAware Videos

MSMAware Trailer

 

 

This video is a MSMAware trailer. MSMAware software is an engineering software for MSMA (Manual Saliran Mesra Alam Malaysia) or the (Urban Stormwater Management Manual Malaysia). It was developed by a team of Malaysian engineers. This software covers east and west of peninsular Malaysia. It also covers both MSMA namely MSMA (2000) and MSMA (2011).

The advantages of using this software:
1. Perform MSMA calculation with a few clicks.
2. Step by step guide following our videos.
3. Save the engineer’s time on manual calculation.
4. Generate a design report with a single click.
5. This software complies with the requirements of MSMA (2000) and MSMA (2011).
6. Unlimited technical support includes the following modules:

MSMAware includes the following modules:
1. Design storm
2. Rational Method
3. Temporal Pattern
4. Time Area Method
5. On-site Detention
6. Detention Basin
7. Culvert

 

 


MSMAware Tutorial 

 

A. Design Storm

The tutorial videos for design storm using MSMAware are divided into 4 parts as follows:

1. Design storm for MSMA 2000, [Prelim mode]

 

2. Design storm for MSMA 2000, [Advanced mode]

 

3. Design storm for MSMA 2011, [Prelim mode]

 

4. Design storm for MSMA 2011, [Advanced mode]

 

This software shows you a quick way to compute IDF curve (Intensity Duration Frequency) or IFD curve without using manual calculation. By using this software you can save  time because it will help you to compute the design storm for any location and for every ARI with just a few clicks. All you have to do is select the state and the nearest station to your location quickly by referring to the computer maps. At one click of the mouse, the fitting constants are extracted from the database. The IDF data will be computed and IDF curves will be plotted for you. You can also generate full write-up report including formula, table and graphs from the computation by clicking the report button.

 


 B. Rational Method

The tutorial videos of rational method using MSMAware software are divided into 2 parts as follows:

 

1. Rational Method, MSMA (2000)

 

2. Rational Method, MSMA (2011)

 

This software help you to compute the peak discharge using the rational method for any location.  All you have to do is simply select the catchment area and the types of landuse and the major/minor A.R.I from a pull down menu. MSMA (2000) and MSMA (2011). MSMAware will automatically generate the peak discharge and hydrograph after clicking the run button. It will also help you to produce full design write-up report including formula, table and graph from the computation.  Rational method is the most frequently used methods of complying peak discharge for small catchment only which bellow than 80 hectares.

 


 

C. Temporal Pattern 

The tutorial videos of temporal pattern using MSMAware software are divided into 2 part as follows:

 

1. Temporal Pattern, MSMA (2000)

This video is a tutorial on how to compute the new rainfall depth and rainfall intensity using MSMAware. This video also shows all the steps needed in temporal pattern using MSMA (2000) guideline. In this tutorial, Kuala Lumpur is the location of the case study.

 

2. Temporal Pattern, MSMA (2011)

This video is a tutorial of how to compute the new rainfall depth and rainfall intensity using MSMAware. This video also shows all the steps needed in temporal pattern using MSMA (2011) guideline. In this tutorial, Kuala Lumpur is the location of the case study.


 

D. Time Area Method

The tutorial videos of time area method using MSMAware software are divided into 2 parts as follows:

 

1. Time Area Method, MSMA (2000) – Prelim Mode

 

2. Time Area Method, MSMA (2011)

 

This software helps the user to compute the discharge hydrograph using time area method for any location. All you need to do is to insert the time area curve of the project catchment, time of concentration, time interval, losses and temporal pattern.  Then, it will automatically compute the outflow hydrograph and the rainfall hyetograph.  The user can also get full write-up report for time area method by clicking the report button. This software allowed user to save this report by into Microsoft Words, Microsoft Excel and pdf formats.

 


 

E. On-Site Detention 

The tutorial videos of on-site detention using MSMAware software are divided into 3 parts as follows:

1. On Site Detention [OSD], MSMA (2000)

 

2. On Site Detention [OSD], MSMA (2011)

 

3. Exact Swinburne Method, ESM

 

There are 2 methods of computing on-site detention (OSD) used in MSMAware namely, MSMA (2000) and MSMA (2011). Swimburne Method is used in the first edition and the Approximate Swinburne Method is used in the second edition. In Swinburne Method, the user need to select the state and the nearest stations to their site location by referring to the computer maps. Then, select the fraction pervious / imperviousness of the catchment and whether the OSD is above or below ground. The result of SSR (site storage requirement) for both method will automatically compute for you. This allows you to compare the SSR value and allows you to make an informed decision on the choice of method to use. Engineers can directly design OSD just a few second. So this will save the engineer’s time and the accuracy of this software is already been tested.

 


 

F. Detention Pond

The tutorial videos of Detention Pond using MSMAware software are divided into 5 parts as follows:

1. Detention Basin – Using Rational Method Data, MSMA (2000)

 

2.Detention Basin – Using Rational Method Data, MSMA (2011)

 

3. Detention Basin – Using Time Area Method Data, MSMA (2000)

 

4. Detention Basin – Using Time Area Method Data, MSMA (2011)

 

5. Detention Basin – Graph Interpretation

 

This video is  a tutorial of how to compute the Detention Basin Design using MSMAware. The design will cover Design Storm chapter, Rational Method chapter, Time Area Method chapter and also Detention Basin chapter.  In this tutorial, Kuala Lumpur project area is used as the case study.

 


 

G. Culvert  

 

1. Design Culvert for Outlet Control

 

2. Design Culvert for Inlet Control

 

This software help engineers to computes the water level for a given discharge for a box or pipe culvert flowing under inlet or outlet control. It can also propose the size and number of box or pipe culvert to be used according to given water level. MSMAware also allows automatic or manual sizing. The user can design culvert according to their desire need.  To be added, it will also help you to produce full design write-up report including formula, table and graph from the computation.


 

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