Development of Future Rule Curves for Multipurpose Reservoir Operation Using Conditional Genetic and Tabu Search Algorithms

Table 4

Situations of water shortage and excess release of the systems using historic inflow.

Situations	Rule curves	Frequency (times/year)	Magnitude (MCM/year)		Duration (year)
			Average	Maximum	Average	Maximum
Water shortage	RC1 (existing)	0.857	554.918	1,594	6.000	22.000
	RC2 (CGA)	0.878	402.633	1,352	8.600	25.000
	RC4 (CTSA)	0.959	455.776	1,324	15.667	34.000
Excess release	RC1 (existing)	0.612	578.319	3,323.422	3.000	7.000
	RC2 (CGA)	0.408	423.555	2,891.616	2.857	5.000
	RC4 (CTSA)	0.469	478.789	3,000.471	2.556	6.000