The Improved Binary-Real Coded Shuffled Frog Leaping Algorithm for Solving Short-Term Hydropower Generation Scheduling Problem in Large Hydropower Station

Table 6

The water consumption and average computational time of each algorithm corresponding to 75, 88, and 107m water head.

Water; head	Algorithm	Water consumption		Standard deviation; (STD)	Simulation time (s)
		(10^8m^3)
		Mean	Optimal
75m	LAGA	1.074E+01	1.073E+01	8.90E-03	224
	EACO	1.068E+01	1.067E+01	8.58E-03	105
	CGSA	1.067E+01	1.065E+01	1.20E-02	93
	FA	1.066E+01	1.065E+01	9.50E-03	76
	IBCO	1.066E+01	1.064E+01	8.13E-03	82
	IBR-SFLA	1.063E+01	1.062E+01	4.46E-03	64
88m	LAGA	9.071E+00	9.057E+00	5.60E-03	218
	EACO	9.006E+00	8.994E+00	8.68E-03	100
	CGSA	9.000E+00	8.984E+00	9.14E-03	92
	FA	8.984E+00	8.971E+00	6.93E-03	75
	IBCO	8.992E+00	8.978E+00	8.08E-03	79
	IBR-SFLA	8.950E+00	8.944E+00	3.49E-03	63
107m	LAGA	7.567E+00	7.552E+00	1.42E-02	220
	EACO	7.549E+00	7.533E+00	9.42E-03	102
	CGSA	7.543E+00	7.530E+00	8.62E-03	95
	FA	7.528E+00	7.510E+00	9.55E-03	78
	IBCO	7.537E+00	7.523E+00	8.39E-03	84
	IBR-SFLA	7.492E+00	7.482E+00	6.04E-03	66