Table 3.

Load flow solution.

Node	V (pu)	Pg (kW)	Qg (kVAr)
1	1	3912	2371
2	0.997	3800	2305
3	0.983	3298	2078
4	0.976	2219	1531
5	0.968	2141	1492
6	0.95	2044	1440
7	0.947	893	422
8	0.942	688	320
9	0.936	624	297
10	0.93	561	274
11	0.929	515	244
12	0.928	454	209
13	0.921	392	172
14	0.919	271	91
15	0.918	211	81
16	0.916	150	60
17	0.914	90	40
18	0.914	0	0
19	0.997	271	121
20	0.993	180	80
21	0.992	90	40
22	0.992	0	0
23	0.979	846	405
24	0.973	421	201
25	0.969	0	0
26	0.948	886	886
27	0.946	823	859
28	0.935	753	830
29	0.927	626	814
30	0.923	422	212
31	0.919	270	140
32	0.918	60	40
33	0.918	0	0