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Table 7

Performance criteria values for two flood hydrographs

DateSource of rainfall dataME (CMS)MAE (CMS)RMSE (CMS)MBER2
2011/11/20 Rainfall gauging station 0.11 0.46 0.58 0.97 0.94 
Z = 200R1.6 2.59 2.59 3.92 0.56 0.9 
Z = 166R2 − 0.11 0.55 0.71 1.04 0.91 
Z = 126R2 − 0.09 0.98 0.66 1.03 0.92 
2011/2/25 Rainfall gauging station 0.34 0.48 0.67 0.86 0.88 
Z = 200R1.6 2.35 2.52 3.85 0.47 0.77 
Z = 166R2 0.21 0.58 0.85 0.91 0.82 
Z = 110R1.8 0.03 0.94 0.64 0.99 0.86 
DateSource of rainfall dataME (CMS)MAE (CMS)RMSE (CMS)MBER2
2011/11/20 Rainfall gauging station 0.11 0.46 0.58 0.97 0.94 
Z = 200R1.6 2.59 2.59 3.92 0.56 0.9 
Z = 166R2 − 0.11 0.55 0.71 1.04 0.91 
Z = 126R2 − 0.09 0.98 0.66 1.03 0.92 
2011/2/25 Rainfall gauging station 0.34 0.48 0.67 0.86 0.88 
Z = 200R1.6 2.35 2.52 3.85 0.47 0.77 
Z = 166R2 0.21 0.58 0.85 0.91 0.82 
Z = 110R1.8 0.03 0.94 0.64 0.99 0.86 
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