A tracer analysis was performed on a pilot trickling filter packed with a 10-ft depth of plastic media. The time to the appearance of the peak of the tracer concentration was recorded as a function of the hydraulic loading rate. The following data were collected:
Hydraulic loading rate (Q) gpm/ft2 0.2 | 0.2 | 0.6 | 0.9 | 1.2 |
Time to peak of tracer cone., min 2 | 28 | 21 | 15 | 14 |
Find the coefficients C and n in the model shown in equation 12.46.
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