Optimal Operation of a Single Unit with an Adjustable Blade in an Interbasin Water Transfer Pumping Station Based on Successive Approximation Discretization for Blade Angle

Table 2

The evolution situation of relative indexes during successive approximation optimization process.

Daily average head (m)	Water pumping load	Saving percentage of MOC (%)	Reduction of TWPQ (m^3)	Saving percentage of UMOC (%)
3.13	100	0.093	2099	0.027
	105	0.223	2365	0.152
	110	0.463	1944	0.408
3.53	100	0.212	3245	0.107
	105	0.064	-233	0.071
	110	0.048	221	0.041
4.13	100	0.122	88	0.119
	105	0.335	8073	0.074
4.53	90	0.172	1574	0.111