Page 4 - Beaumont Basin Watermaster
P. 4

Beaumont Basin Watermaster
               2013 Reevaluation of the Beaumont Basin Safe Yield                                                                                 3-Apr-15

                  4.1   Groundwater Recharge ................................................................................................... 22

                    4.1.1    Areal Recharge........................................................................................................ 22

                    4.1.2    Groundwater Recharge within Unlined Stream Channels ...................................... 22
                    4.1.3    Subsurface Inflow from Outside the Study Area .................................................... 23

                    4.1.4    Subsurface Inflow from the Mountain Block ......................................................... 23
                    4.1.5    Return Flow ............................................................................................................ 24

                    4.1.6    Artificial Recharge .................................................................................................. 26

                  4.2   Groundwater Discharge.................................................................................................. 27
                    4.2.1    Groundwater Pumping ............................................................................................ 27

                    4.2.2    Evapotranspiration .................................................................................................. 27
                    4.2.3    Underflow Out of the Study Area ........................................................................... 28

               5.0  Groundwater Flow Model................................................................................................... 29

                  5.1   Conceptual Model .......................................................................................................... 29
                  5.2   Description of Model Codes .......................................................................................... 29

                  5.3   Model Size and Grid Geometry ..................................................................................... 30

                  5.4   Boundary Conditions...................................................................................................... 30
                  5.5   Aquifer Characteristics ................................................................................................... 31

                    5.5.1    Layer Elevations ..................................................................................................... 31
                    5.5.2    Hydraulic Conductivity ........................................................................................... 31

                    5.5.3    Specific Yield and Storativity ................................................................................. 31
                  5.6   Groundwater Pumping ................................................................................................... 32

                  5.7   Evapotranspiration ......................................................................................................... 32

                  5.8   Groundwater Recharge ................................................................................................... 33
                    5.8.1    Recharge Package ................................................................................................... 33

                    5.8.2    Streamflow Routing Package .................................................................................. 33

                  5.9   Model Calibration .......................................................................................................... 34
                    5.9.1    Calibration Process ................................................................................................. 34

                    5.9.2    Transient Model Calibration Results ...................................................................... 34
               6.0  Analysis of Safe Yield .......................................................................................................... 36



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