Figures & data
Fig. 1 Frequencies analysis curves of annual maximum flow series generated by first-order AR model.
Fig. 2 Results of statistical experiment with u′ following unimodal distribution in each sub-season.
Table 1 RMSE values of the statistical experiment based on the AR(1) model with a constant u t
Fig. 3 Distribution of flood peak in (a) Geheyan Reservoir basin and (b) Baishan Reservoir basin. Solid circles represent the IDS-Ι method and triangles represent the IDS-II method.
Table 2 Results of IDS method for the Geheyan Reservoir basin
Table 3 Results of IDS method for the Baishan Reservoir basin
Table 4 Comparisons of the two versions of the IDS method, IDS-I and IDS-II (AE, the absolute error, is the magnitude of the difference between values of IDS-II and IDS-I, and the relative error is AE divided by the magnitude of the values of IDS-II)
Fig. 4 Simulated and fitted 95% confidence intervals using the uniform distribution.
Fig. 5 Values of uk for different flood identification schemes in: (a) Geheyan and (b) Baishan reservoir basins.
Table 5 Comparison of different methods in the Geheyan and Baishan Reservoir basins
Fig. 6 Result of RF method for (a) Geheyan and (b) Baishan reservoir basins.
