Applying of Marine Predators Algorithm Linked with Reservoir Simulation Model considering Sedimentation for Reservoir Operation

Table 6

The situations of water shortage and excess water of using optimal rule curves from MPA, GA, and FPA techniques considering sedimentation and HR criteria.

Situations	Rule curves	Frequency (times/year)	Volume (MCM)		Time period (year)
			Average	Maximum	Average	Maximum
Shortage	Existing	0.865	349.654	870.000	7.500	19.000
	RC17-MPAs-HR	0.654	95.558	693.000	3.375	5.000
	RC18-GAs-HR	0.731	95.556	693.000	3.375	5.000
	RC19-FPAs-HR	0.731	95.549	693.000	3.374	5.000
Excess water	Existing	0.965	1,369.506	4,113.159	16.667	25.000
	RC17-MPAs-HR	0.962	1,147.727	4,105.658	11.750	24.000
	RC18-GAs-HR	0.962	1,147.727	4,105.658	11.750	24.000
	RC19-FPAs-HR	0.962	1,147.726	4,105.656	11.750	24.000