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

Table 7

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

Situations	Rule curves	Frequency (times/year)	Magnitude (MCM/year)		Duration (year)
			Average	Maximum	Average	Maximum
Water shortage	RC1 (existing)	0.140	23.200	660.000	1.167	2.000
	RC2 (CGA)	0.240	9.340	412.000	1.200	2.000
	RC4 (CTSA)	0.340	32.860	418.000	1.417	4.000
	RC3 (CGA)	0.020	5.800	290.000	1.000	1.000
	RC5 (CTSA)	0.340	32.860	418.000	1.417	4.000
Excess release	RC1 (existing)	0.980	2,085.463	4,711.864	24.500	27.000
	RC2 (CGA)	0.980	2,056.182	4,697.881	24.500	27.000
	RC4 (CTSA)	0.980	2,085.965	4,702.331	24.500	27.000
	RC3 (CGA)	0.980	2,045.096	4,689.417	24.500	27.000
	RC5 (CTSA)	0.980	2,085.965	4,702.331	24.500	27.000