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Predicting Percolation Performance of
• Sediment/foulant interaction coefficient (r) = 2.86x10 -5
) = 6 ft 3 /ft 2 *day
Percolation Model Application:
Average Foulant Loading (TSS) = 20 mg/L
Average Initial Percolation Rate (Q o
Example: Yorba Linda Basin
Basin wetted area = 6.2 acres
Model Input Parameters:
a New Basin
ft 2 /mg Time (t) period = 180 days Time increment (dt) = 0.1 days Value of water = $250/AF Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 91 of 137
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