Research Article

Decentralized Optimization Algorithms for Variable Speed Pumps Operation Based on Local Interaction Game

Table 3

Comparison between centralized and decentralized results.

#Working condition DEDA EDA

Demand: 1496.9 m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1 
Pump 2 
Pump 3 
Pump 4
47.00 
0.00 
41.25 
0.00
700.17 
0.00 
796.71 
0.00
0.79 
0.00 
0.85 
0.00
47.00 
0.00 
41.25 
0.00
700.17 
0.00 
796.71 
0.00 
0.79 
0.00 
0.85 
0.00

Power/kW227.4804227.4804

Difference0.01690.0169

Demand: 2583.4m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1
Pump 2
Pump 3
Pump 4
48.50 
0.00 
0.00 
48.75
886.98 
0.00 
0.00 
1695.44
0.83 
0.00 
0.00 
0.82
48.50 
0.00 
0.00 
48.75
886.98 
0.00 
0.00 
1695.44
0.83 
0.00 
0.00 
0.82

Power/kW392.2045392.2045

Difference0.97720.9772

Demand: 2952.9m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1
Pump 2
Pump 3
Pump 4
47.25 
49.00 
0.00 
45.00
733.01 
926.41 
0.00 
1292.65
0.80 
0.84 
0 
0.89
48.00 
47.50 
40.00 
45.75
827.24
745.89
0.00
1379.76
0.82
0.80
0
0.88

Power/kW435.5667439.1761

Difference0.83730.0181

Demand: 3234.7m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1
Pump 2
Pump 3
Pump 4
50.00 
47.75 
45.75 
40.00
1054.53 
777.35 
1402.09 
0.00
0.85 
0.81 
0.87 
0.00
48.50 
47.70 
0.00 
47.50
886.98 
777.34 
0.00 
1569.19
0.83 
0.81 
0.00 
0.84

Power/kW475.8191485.6048

Difference0.73441.1869

Demand: 3858.3m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1
Pump 2
Pump 3
Pump 4
47.00 
49.00 
41.25 
46.25
700.17 
926.41 
796.71 
1435.66
0.79 
0.84 
0.85 
0.87
48.50 
50.00 
41.25 
43.75
886.98 
1037.53 
796.71 
1136.63
0.83 
0.85 
0.85 
0.89

Power/kW572.8274561.5738

Difference0.65170.4537

Demand: 4901.2 m3/hn(Hz)Q (m3/h)ηn(Hz)Q (m3/h)η

Pump 1
Pump 2
Pump 3
Pump 4
49.00 
49.00 
50.00 
46.25
944.62 
926.41 
1831.72 
1435.66
0.84 
0.84 
0.78 
0.87
48.00 
50.00 
46.25 
50.00
827.24 
1037.51 
1456.97 
1815.93
0.82 
0.85 
0.86 
0.79

Power/kW778.3465777.4647

Difference0.48891.2384