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Table 5 Results of the CFD simulations for different parameters (non-exhaustive)

From: Low dimensional modeling of Double T-junctions in water distribution networks using Kriging interpolation and Delaunay triangulation

Distance (in diameter)

Reynolds number

\( {R}_1^{in} \)

\( {R}_1^{out} \)

Z= \( ave\ {R}_1^{out} \)

\( ave\ {R}_2^{out} \)

Distance (in diameter)

Reynolds number

\( {R}_1^{in} \)

\( {R}_1^{out} \)

Z= \( ave\ {R}_1^{out} \)

\( ave\ {R}_2^{out} \)

5

1000

20

20

21.6

78.4

5

10,000

50

50

62.5

37.5

5

1000

20

80

81.1

18.9

5

10,000

50

70

82

18

5

1000

30

30

30.1

69.9

5

10,000

70

50

69

31

5

1000

30

70

71.7

28.3

8

5000

30

30

31

69

5

1000

70

30

58.8

41.2

8

5000

30

50

50

50

5

1000

70

70

93.4

6.6

8

5000

30

70

70

30

5

1000

80

20

54.8

45.2

10

1000

20

20

21.5

78.5

5

1000

80

80

86.3

13.7

10

1000

20

80

81.5

18.5

5

5000

20

20

20

80

10

1000

30

30

32.5

67.5

5

5000

20

80

79

21

10

1000

30

70

70.5

29.5