Page 129 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA
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Varying the Sediment/Foulant









                                                                                                          180








                                                                                                                      r=0.05e-5



                                                                                                          160
                       Interaction Coefficient (r)
                                 Effect of Varying Sediment/Foulant Interaction











                                                                                                          140
                                       Coefficient on Percolation Reduction



                                                                                                                      r=0.1e-5






                                                                                                          120






                                                                                                                ays
                                           Kraemer Basin Model




                                                                                                                lapsed Time, D
                                                                                                          100
                                                                                                                      r=0.5e-5













                                                                                                          80          Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 86 of 137








                                                                                                                      r=1.0e-5
                                                                                                                E


                                                                                                          60












                                                                                                          40


                                                                                                                      r=1.5e-5










                                                                                                          20














                                                                                                          0


                                                       8     7     6    3 2  5  4   3     2    Percolation, ft /ft *day  1  0
   124   125   126   127   128   129   130   131   132   133   134