Page 30 - Beaumont Basin Watermaster
P. 30

Section 3
                                                                 Status of the Basin and Administration of the Judgment


                  3.6      Changes in Groundwater Levels in the Beaumont

                           Basin

                  3.6.1  Analysis of Groundwater Level Changes
                  Changes in groundwater flow and groundwater levels between 2012 and 2013 were
                  evaluated using a calibrated groundwater flow model that was previously developed to
                  reevaluate the safe yield of the Beaumont Basin (TH&Co, 2014).  For this analysis, the
                  existing calibrated model was updated with groundwater pumping, recharge, and
                  groundwater levels through the end of 2013.  A model-generated groundwater contour map
                  was created for Fall 2013 and compared to the model-generated Fall 2012 groundwater
                  contour map in order to evaluate changes in groundwater flow patterns and basin-wide
                  changes in groundwater levels.  The model-generated groundwater contour maps for 2012
                  and 2013 are shown on Figures 3-5 and 3-6, respectively.

                  Groundwater flow within the Beaumont Basin generally depends on location with respect to a
                  groundwater flow divide which occurs in the center of the basin approximately coincident with
                  the Noble Creek drainage.  West of the Noble Creek drainage, groundwater generally flows
                  to the northwest and ultimately towards San Timoteo Wash.  East of the Noble Creek
                  drainage, groundwater flows to the southeast towards the City of Banning.  The groundwater
                  flow directions did not change significantly between 2012 and 2013.

                  Basin-wide groundwater level trends in the Beaumont Basin were evaluated based on
                  hydrographs from seven key wells and the groundwater level change map developed by
                  subtracting the 2012 groundwater surface from the 2013 groundwater surface (see Figures
                  3-7 and 3-8).  In the northwest portion of the basin, groundwater levels declined slightly
                  between Fall 2012 and Fall 2013.  In the north central portion of the basin (TW-1),
                  groundwater levels declined in the beginning of 2013 but rose back up by the end of the year
                  in response to artificial recharge at the Noble Creek Recharge Facility.  In the south-central
                  portion of the basin, groundwater levels at Oak Valley No. 1 increased in 2013 after declining
                  in 2012.  At Beaumont-Cherry Valley Water District (BCVWD) Well No. 2, groundwater levels
                  remained stable until the end of 2013 where they began to increase.  At Banning Well C-4
                  (southeast Beaumont Basin), groundwater levels have declined since 2012.

                  3.6.2  Analysis of Change in Groundwater Storage

                  Basin-wide change in groundwater storage between Fall 2012 and Fall 2013 was analyzed
                  as a function of the difference in groundwater levels across the basin and the specific yield of
                  the aquifer sediments.  Groundwater level change across the basin was analyzed using the
                  following procedure:

                      1.  The Fall 2012 and Fall 2013 model-generated groundwater contour maps were each
                         converted into three-dimensional raster surfaces.

                      2.  The basin was discretized into 140-ft by 140-ft grid cells.
                      3.  Attributes were assigned to each grid cell  including groundwater level  change and
                         specific yield.



                  Beaumont Basin Watermaster 2013 Annual Report – DRAFT August 2014                       3-10
   25   26   27   28   29   30   31   32   33   34   35