From: Low dimensional modeling of Double T-junctions in water distribution networks using Kriging interpolation and Delaunay triangulation
Parameters
Values
Reynolds average: Re
1000; 2000; 5000; 10,000; 20,000;
Interpipe length: L (Diameters)
5; 8; 10; 20;
Inlet Reynolds ratio: \( {R}_1^{in} \)
0; 30; 50; 70; 100
Outlet Reynolds ratio: \( {R}_1^{out} \)