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The Summer 2013 team developed an optimal design for the flocculator. The basic design is to have a stacked vertical coil of tubes and to use metal bars and PVC to clamp the tubing to create flow expansions which will create turbulence.
Parameter |
Value |
Energy Dissipation Rate |
30 mW/kg |
Collision Potential |
100 m^2/3 |
Reynolds Number |
4000 |
Hydraulic Residence Time |
7.5 min |
Inner Diameter of Tubing |
3.18 cm |
Length of Flocculator |
56.35 m |
Number of Coils |
30 |
Diameter of Coil |
0.614 m |
Unconstricted Height |
1.125 m |
Constricted Height |
1.464 m |
The team will perform experiments controlling temperature, pressure, influent turbidity and measure effluent turbidity, floc size distribtuion and pC*.
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