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Advances in Civil Engineering
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2019
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Article
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Tab 1
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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=ā1 and
.
Pipe diameter
DN16
500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
DN25
500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000, 4500, 5500, 6500, 7500
DN32
500, 750, 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000
DN50
500, 750, 1000, 1250, 1500, 2000, 2500, 3000