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.
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(b) |
(c) |
(d) |