Advances in Civil Engineering / 2019 / Article / Fig 9

Research Article

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

Figure 9

Dimensionless concentration versus Reynolds number ratios of outflows at double-Tee junctions: (a) L/D = 2.5; (b) L/D = 5.0; (c) L/D = 7.5; (d) L/D = 10.0.
(a)
(b)
(c)
(d)

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