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48.67
50.02
43.61
51.03
46.61
43.07
33.01
39.23
33.81
35.88
46.71
37.80
44.81
47.94
39.90
44.42
39.65
33.94
45.34
40.94
35.74
47.87
51.27
51.63
40.56
41.55
33.74
42.74
50.74
42.37
52.34
50.71
33.88
43.56
43.15
47.46
49.77
48.96
40.13
38.36
33.46
36.56
48.56
44.54
34.85
38.69
0.00
36.19
35.53
48.73
51.17
47.36
45.17
32.36
52.06
33.66
38.76
43.97
47.31
39.86
33.73
39.46
37.93
37.76
50.27
41.73
39.14
38.76
43.78
39.13
35.06
47.57
33.53
40.78
36.66
45.41
39.16
45.54
51.30
44.04
47.79
44.68
43.13
39.37
37.57
45.58
40.91
48.53
35.93
45.66
42.28
45.94
45.48
52.25
46.37
35.48
32.93
34.98
43.72
38.44
39.77
38.12
41.09
37.13
51.36
52.35
38.48
45.64
42.98
40.95
52.06
51.39
49.53
46.64
37.24
42.55
45.65
44.76
33.96
48.34
34.64
49.56
46.14
44.43
51.37
44.21
45.65
43.39
43.37
43.55
37.45
43.03
34.62
49.00
46.83
46.53
46.85
48.00
46.69
43.79
51.63
50.96
36.20
47.97
54.26
47.82
40.09
46.36
55.84
45.18
48.69
44.57
48.90
46.80
35.77
44.77
52.37
41.36
35.38
44.99
53.49
42.09
39.37
41.77
47.38
47.99
44.24
36.01
53.93
46.61
49.24
37.38
34.74
49.89
41.23
44.03
0.00
53.06
47.16
43.68
48.77
49.22
37.87
51.78
42.23
48.25
39.95
35.11
40.90
39.40
53.24
43.43
55.83
55.38
54.62
37.84
45.42
52.59
51.21
43.04
Figure 4.29
EPANET hydraulic simulation of sample network of 200 junctions (271 pipe) - p/ρg (mwc)
34.96
36.78
30.56
37.78
33.56
29.37
19.82
25.98
20.82
22.17
32.97
24.80
31.75
39.17
26.17
32.00
27.23
20.27
36.51
32.17
22.04
34.15
40.21
40.54
29.90
28.36
20.06
33.79
41.98
43.22
43.49
51.69
34.83
49.15
34.42
50.46
36.04
36.08
35.49
40.83
24.68
31.07
24.68
35.69
25.86
40.86
0.00
27.44
25.37
39.82
56.45
34.90
31.45
19.66
55.05
31.20
26.24
30.20
48.65
26.03
24.93
44.56
29.11
40.03
36.23
31.57
40.39
26.17
30.06
30.15
36.33
33.81
24.55
27.00
34.79
33.38
24.85
36.79
32.43
36.21
55.57
32.81
34.27
25.61
23.80
31.86
42.70
39.56
26.96
43.83
30.41
37.19
33.31
40.64
32.60
35.39
23.96
23.31
32.71
26.84
28.12
39.31
29.23
25.43
44.35
44.49
27.06
34.02
31.29
23.75
45.84
47.19
39.71
37.83
37.80
31.20
45.02
27.56
40.48
26.95
23.03
32.70
39.12
39.15
39.99
32.49
45.04
31.99
35.52
34.69
23.06
36.82
37.76
42.21
39.71
37.94
46.89
34.94
37.85
30.78
40.26
33.40
28.91
31.25
54.32
40.50
34.84
29.64
55.72
30.91
49.41
27.85
49.62
38.48
19.06
28.23
54.17
23.81
29.03
36.60
54.19
34.70
22.58
24.94
30.07
45.28
46.36
27.65
48.81
45.96
20.56
44.00
29.87
52.01
36.47
39.25
0.00
50.78
49.01
35.21
43.96
44.21
39.66
51.55
39.79
39.83
40.33
26.63
37.59
39.35
55.44
35.02
53.39
55.56
55.41
40.78
46.21
54.89
53.84
45.99
Figure 4.30
EPANET hydraulic simulation of optimised sample of 200 junctions (271 pipe) - p/ρg (mwc)
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