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

Table 10

Probabilistic distributions of water inflows and demands in each seasonal stage.

Stage	Water inflows (p1H, p1M, p1L)	Water demands (p2H, p2L)
Spring	(0.2, 0.4, 0.4)	(0.5, 0.5)
Summer	(0.5, 0.4, 0.1)	(0.65, 0.35)
Autumn	(0.3, 0.5, 0.2)	(0.6, 0.4)
Winter	(0.1, 0.3, 0.6)	(0.3, 0.7)