Experimentally Determined Solute Mixing under Laminar and Transitional Flows at Junctions in Water Distribution Systems

Table 4

Summary of the experimental cases at double-Tee junctions with varied Reynolds number ratio at outlets () and  = 1.

L/D
2.5	1500	0.25, 0.5, 0.67, 1.0, 1.5, 2.0, 4.0
5	2500	0.25, 0.5, 0.67, 1.0, 1.5, 2.0, 4.0
7.5	4500	0.25, 0.5, 0.67, 1.0, 1.5, 2.0, 4.0
10	—	—