China Rural Water and Hydropower. 2016, (6):
77-80.
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Four flood frequency analysis models of P-III/CF, P-III/LM, GEV/LM and LP3/MM were established, which combined three frequency distributions of P-III, GEV, LP3 with three parameter estimation methods of curve-fitting(CF), L-moment(LM) and conventional moment(MM), respectively. The models were used to estimate design floods based on the six historical floods and the annual maximum flood series from 1929 to 2014 for the Danjiangkou reservoir. The deviations between the design values of P-III/LM, GEV/LM, LP3/MM models and the design values of the P-III/CF model were compared. The results show that the design values of P-III/CF model is the largest among the four models, the estimated check floods with return period (T=10000) are larger than these of P-III/LM, GEV/LM, LP3/MM estimators and the deviations are reached 14.62%, 12.14% and 15.12% respectively. The differences between the design flood values are not significant within the scope of the measured data series.