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Predicting Effects of Varying





                                                                                                   180








                       the Foulant Loading (TSS)



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                                   SS on Percolation Reduction

                                                                                                                  S

                                                                                                                  7 mg/L TS


                                                                                                   140













                                                                                                   120                 S23, 2019 - Page 88 of 137




                                                                                                         ays



                                       asin Model                                                  100   lapsed Time, D  12 mg/L TSS  1 mg/L TS




















                                       raemer B                                                    80    E










                                   Effect of Varying T
                                                                                                                  15.5 mg/L TSS


                                       K                                                           60                 Yucaipa Sustainable Groundwater Management Agency - January
                                                                                                                       3 mg/L TSS







                                                                                                   40













                                                                                                   20













                                                                                                   0



                                                 8.0   7.0   6.0  3 2  5.0  4.0  3.0  2.0  1.0  Percolation, ft /ft *day  0.0
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