Optimization of Layout and Pipe Sizes for Irrigation Pipe Distribution Network Using Steiner Point Concept

Table 3

Areawise demand for 90% efficiency.

Polygon no.	Area (m^2)	% Area	GIR (m^3)	Demand (m^3/s)
1	1392956.3	2.41	554462.5	0.11
2	1186152.14	2.05	472144.7	0.09
3	759288.51	1.31	302232.8	0.06
4	1138073.57	1.97	453007.1	0.09
5	776647.09	1.34	309142.3	0.06
6	1171101.22	2.03	466153.7	0.09
7	1748101.88	3.03	695827.3	0.13
8	292008.07	0.51	116233	0.02
9	347877.22	0.6	138471.6	0.03
10	261804.95	0.45	104210.8	0.02
11	224658.3	0.39	89424.64	0.02
12	446383.18	0.77	177681.6	0.03
13	258386.8	0.45	102850.2	0.02
14	60371.55	0.1	24030.73	0
15	145458.28	0.25	57899.28	0.01
16	39453.71	0.07	15704.44	0
17	1217991.22	2.11	484818.1	0.09
18	122548.94	0.21	48780.28	0.01
19	283491.6	0.49	112843.1	0.02
20	1071211.4	1.85	426392.8	0.08
21	1874704.24	3.25	746221	0.14
22	560513.73	0.97	223111	0.04
23	706984.8	1.22	281413.4	0.05
24	784147.43	1.36	312127.8	0.06
25	488044.43	0.85	194264.8	0.04
26	2873835.73	4.98	1143923	0.22
27	339504.17	0.59	135138.7	0.03
Total	20571700.46			1.58