MSMAware Computation

Step 1 : Perform “Storm” tutorial procedure using given sample data


Step 2 : Result of the storm will be shown


Step 3 : Click “Detention Basin”


Step 4 : Click and change version MSMA into MSMA2011


Step 5 : Click and change inflow type into “User Hydrograph


Step 6 : Select user hydrograph data in text format (.txt)


Step 7 : Insert all relevant data in “Pond Setting” group


Step 8 : Choose “Contour” type as “USER”


Step 9 : Insert all relevant data in “Pond Times” group


Step 10: Insert all relevant data in “Outflow structure” group


Step 11 : Click “Pre Post Setup”


Step 12 : Click button “Build” and carry data from previous chapter will be appear


Step 13 : Select IDF design choose for detention pond for pre and post


Step 14 : Select “Outlet Structures” and click button “+” to select orifice as outlet


Step 15 : Fill the relevant data base on sample data for orifice


Step 16 : Select “SOF” group


Step 17 : Insert data for surface area for each elevation


Step 18 : Select “Data” group and click button “Run”


Step 19 : Result of detention pond will be appear


Back : Case Study 3                                                Next : Manual Calculation



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