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| Conservative | Empirical | |
Filter Square Side(m) | 1.5 | 1.5 | |
Filter Height(m) | 3.95 | 2.56 | |
Clear Well Diameter(m) | 6 | 6 | |
Clear Well Height(m) | 1.37 | 1.23 | |
3) If the empirical equations are valid, then we can change parts of the design, by changing the sand parameters. For example, lower the dimensions of the clear well by lowering the backwash velocity by decreasing the d60 and specific weight of the media.
\\!Orgd60.png|align=centre,width=600,height=400!
4)An additional advantage to Clear Wells is that the distribution tank does not have to be below the filtration tank, and in fact, it could be the clear well as well.
Experiment Results
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