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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