Skip to Main Content
Table 2

The characteristics of selected flood hydrographs for verification of the extracted transfer equations

DateRainfall depth (mm)The peak discharge of flood hydrograph (CMS)Rainfall duration (hr)Peak time (hr)Volume of stream flow (m3)Volume of base flow (m3)
2011/11/20 20.85 14 284,500 170,824 
2011/2/25 19.3 5.7 22 364,800 227,160 
DateRainfall depth (mm)The peak discharge of flood hydrograph (CMS)Rainfall duration (hr)Peak time (hr)Volume of stream flow (m3)Volume of base flow (m3)
2011/11/20 20.85 14 284,500 170,824 
2011/2/25 19.3 5.7 22 364,800 227,160 
Close Modal

or Create an Account

Close Modal
Close Modal