Planning of Cascade Hydropower Stations with the Consideration of Long-Term Operations under Uncertainties

Table 5

Random water inflows in each seasonal stage of each hydropower station candidate.

Candidate i	Inflows level	Water inflows (m^3 × 10^7/h)
		Spring	Summer	Autumn	Winter
1	H	1.2846	5.7276	2.2020	0.2031
	L	0.9867	4.3995	1.6914	0.1560
2	H	0.5932	1.6312	0.6677	0.0985
	L	0.4589	1.2617	0.5165	0.0762
3	H	0.5653	1.2849	0.6739	0.0969
	L	0.4441	1.0093	0.5294	0.0762
4	H	0.3645	0.5958	0.3356	0.0930
	L	0.2575	0.4209	0.2371	0.0657
5	H	0.6900	1.1642	0.5710	0.1515
	L	0.6482	1.0936	0.5363	0.1423
Probability	H	0.4	0.7	0.55	0.25
	L	0.6	0.3	0.45	0.75