Hydraulic Analysis of Water Distribution Network Using Shuffled Complex Evolution

Table 6

Hydraulic data relevant to numerical example 4.

Pipe number	𝐿 (m)	𝐷 (mm)
1	348.5	327
2	955.7	290
3	483	100
4	400.7	290
5	791.9	100
6	404.4	368
7	390.6	327
8	482.3	100
9	934.4	100
10	431.3	184
11	513.1	100
12	428.4	184
13	419	100
14	1023.1	100
15	455.1	164
16	182.6	290
17	221.3	290
18	583.9	164
19	452	229
20	794.7	100
21	717.7	100
22	655.6	258
23	165.5	100
24	252.1	100
25	331.5	100
26	500	204
27	579.9	164
28	842.8	100
29	792.6	100
30	846.3	184
31	164	258
32	427.9	100
33	379.2	100
34	158.2	368