Research Article

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

Table 1

Summary of the experimental cases at cross junctions with ā€‰=ā€‰1 and .

Pipe diameter

DN16500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
DN25500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
DN32500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000
DN50500, 750, 1000, 1250, 1500, 2000, 2500, 3000