Page 148 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA
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sediment particle size
                                                                                  interaction coefficient
                                                                   at the sediment/water
                                                                        interface reduces the
                                                  Model Prediction:
                                                                                              As a result, water
                                                         Increasing mean
                                                                             sediment/foulant
                Optimizing Basin Soil Structure for
        Percolation Model Application:
                                                                                       (r).
                                                          r = 0.46x10 -6  m 2 /mg
                                     Effect of 1.2mm Silica Sand Overlay on Percolation
                                         of Kraemer Basin Sediment
                         BCV Operations
                                                                                                    6 production is improved   10  8 over timeā€¦ Modeled KB (r=2.66x10-6 m2/mg) Modeled KB+Overlay (r=0.46x10-6 m2/mg) Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 96 of 137













                                                                                                    4    Elapsed Time, Days

















                                                                                           r = 2.66x10 -6  m 2 /mg  2 Measured KB Sediment (~0.3 to 0.6mm) Measured KB+Overlay (1.2mm)
























                                                                                                    0


                                                  45   40   35  2  30  3  25  20  15  10  Percolation, m /m *day  5  0
   143   144   145   146   147   148   149   150   151   152   153