Upward Velocity:
The upward velocity parameter determines what size of floc particles are removed from the sedimentation tank. Thus in order for our design to be comparable to existing sedimentation tank design V up needs to be the same. V up was set to be 100 m/day. From this we calculated the flow rate through the tank to achieve this V up.
Given that there are no lamella the calculations for this are fairly straight forward.

Unable to find DVI conversion log file.

From this equation the flow rate was determined to be 24 L/min.

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