• Why OSD simplified method is always ARI 10 years
• How to determine the ‘S (%)’ and ‘L (m)’ value for catchment
• IDF Fitting Coefficient for Sarawak in SUStoM
• MSMA/SUStoM guidelines for Malaysia
• Solution for Google Terrain Map not showing on PondCAD module or MiTS
• SUStoM Data and Methodology
• A comparison between OSD Simplified Method and OSD Swinburne Method
• Comparison of OSD results between software calculation and excel spreadsheet using ‘Swinburne Method’
• Comparison of OSD results between software calculation and excel spreadsheet using ‘Simplified Method’
• Manual Result vs MES Software Result (SUStoM)
• Benchmark of Pumping Station Design
• How to compute irregular pond stage storage relationship according to MSMA?
• Case Study on the Differences of Pond and OSD Swinburne Method
• Pond Routing
• Stage-Storage Relationship and Stage Discharge Relation and Storage Indicator Numbers
• Starting Water Level for Retention Pond
• Minimum Time of Concentration (tc) Setting
• Difference Dry Pond and Wet Pond
• OSD Swinburne Method, MSMA 2 table method and Inflow Hydrograph
• Time Area Method Detention Pond Benchmark MSMA 2nd Appendix 2.F2
• How to Estimate Time of Concentration (tc)
• Why does the maximum discharge for major does not change after changing diameter & number of orifice
• Preliminary Pond Volume of A Pond
• Benchmark for Rational Detention Pond Method– MSMA 2 Appendix 7A