Deriving Design Flood Hydrograph Based on Conditional Distribution: A Case Study of Danjiangkou Reservoir in Hanjiang Basin

Table 3

Comparison of design floods estimated by P3/LM and CMLC methods.

Return period (year)	(m^3/s)	(10^8 m^3)			(10^8 m^3)
	P3/LM	P3/LM	CMLC	Bias (%)	P3/LM	CMLC	Bias (%)
5	22625	65.4	64.7	−1.07	100.2	98.1	−0.02
10	27135	79.3	78.6	−0.88	119.7	116.6	−0.03
20	31122	92.0	91.4	−0.65	137.2	134.2	−0.02
50	35901	107.5	107.0	−0.47	158.4	154.6	−0.02
100	39261	118.7	118.2	−0.42	174.5	170.7	−0.02
200	42461	129.4	128.0	−1.09	189.9	184.3	−0.03
500	46498	143.0	140.9	−1.47	208.2	201.8	−0.03
1000	49437	156.1	148.3	−4.50	224.6	211.7	−0.06