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

Table 11

Predicted water inflows and demands in each seasonal stage.

	Candidate i	Stage (t = 1, 2, 3, 4)
		Spring	Summer	Autumn	Winter
Water inflows (m^3 × 10^7/h)	1	1.4484	8.0021	2.7796	0.2017
	2	0.6708	2.2816	0.8445	0.0982
	3	0.6433	1.8019	0.8559	0.0975
	4	0.3904	0.6698	0.3683	0.0971
	5	0.8462	1.6252	0.7486	0.1729
Water demands (m^3 × 10^6/h)	1	0.1871	0.2299	0.2196	0.1218
	2	0.3420	0.4204	0.4016	0.2228
	3	0.2071	0.2546	0.2432	0.1349
	4	0.1865	0.2292	0.2189	0.1215
	5	0.1321	0.1623	0.1551	0.0860