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

Table 2

Estimated parameters of the P3 distribution and hypothesis test.

Variable	Sample statistic values			P3 parameter			statistics
	Mean	-	-
(m^3/s)	15768	0.54	0.58	11.8906	0.0004	−13593	0.28	3.84
(10^8 m^3)	11.94	0.55	0.64	9.7656	0.4759	−8.5819	0.76	3.84
(10^8 m^3)	28.03	0.56	0.82	5.9488	0.1554	−10.2549	0.88	3.84
(10^8 m^3)	46.07	0.54	0.84	5.6689	0.0957	−13.1629	1.03	3.84
(10^8 m^3)	71.82	0.5	0.71	7.9349	0.0784	−29.3349	1.29	3.84