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Now we conduct a series of experiments over a range of capture velocity, which is 0.05mm/s, 0.075mm/s, 0.1mm/s, 0.125mm/s, 0.15mm/s, 0.2mm/s and 0.3mm/s. The suggested process is shown in tabular form,
As indicated in the challenge, we firstly run the cycles of varying capture velocities and coagulant dose set as above under two extreme conditions:raw water turbidity as low as 5 NTU and as high as 500 NTU. Then we observe the removal efficiency of turbidity to test the treatment capacity of the system.
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