Research Article

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

Table 3

Summary of the experimental cases at double-Tee junctions with ā€‰=ā€‰1 and 1.

L/D

2.5500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
5.0500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
7.5500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000
10.0500, 750, 1000, 1250, 1500, 2000, 2500, 3000