Page 30 - Beaumont Basin Watermaster
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Beaumont Basin Watermaster
               2013 Reevaluation of the Beaumont Basin Safe Yield                                                                                 3-Apr-15

               4.0  Water Balance

               The water balance is an accounting of all of the sources of groundwater inflow to and outflow
               from  the  basin.    Inflow  terms  are  sources  of  groundwater  recharge  and  include  subsurface
               underflow from upgradient areas (i.e. Edgar Canyon), mountain front recharge, areal recharge
               from  precipitation,  infiltration  of  streamflow  within  unlined  drainages,  managed  recharge  in
               spreading  basins,  return  flow  from  agricultural  and  municipal  irrigation  in  urban  areas,  and
               return  flow  from  individual  septic  systems.    Groundwater  outflow  includes  groundwater
               pumping, evapotranspiration, and subsurface outflow.  A summary of the water balance for the
               Study  Area  for  the  period  between  1972  and  2012  is  provided  in  Table  2  and  is  shown
               graphically on Figure 28.



               4.1  Groundwater Recharge

               4.1.1  Areal Recharge

               A portion of precipitation falling on the undeveloped portions of the Study Area infiltrates past
               the root zones of the plants  and becomes deep  percolation  and groundwater recharge.   Initial
               estimates  of  areal  recharge  in  the  Study  Area  were  developed  based  on  the  USGS’s  rainfall-
               runoff model Infil v3, which was originally developed and described in Rewis et al. (2006) and
               has  been  updated  with  precipitation  data  through  December  2012  (Hevesi,  in  Review).    The
               rainfall-runoff model  includes  the San Timoteo Creek and San Gorgonio  River surface water
               drainage basins, which fully encompass the Study Area (see Figure 10).  A full description of the
               rainfall-runoff model is provided in Rewis et al. (2006).


               The updated rainfall-runoff model provided by the USGS (Hevesi, in Review) included a range
               of potential recharge based on a range of assumed shallow soil hydrologic properties.  Initial
               estimates of areal recharge were based on the set of shallow soil properties that resulted in the
               closest recharge to the original model (Rewis et al., 2006).  These recharge estimates were then
               adjusted during the groundwater model calibration process.



               4.1.2  Groundwater Recharge within Unlined Stream Channels

               Under  natural  pre-developed  conditions,  all  of  the  streams  in  the  Study  Area  are  ephemeral,
               meaning water flows in the channels only during precipitation events.   Noble Creek, Little San
               Gorgonio  Creek,  Marshall  Creek,  Smith  Creek,  and  portions  of  Cooper’s  Creek  remain
               ephemeral  under  developed  conditions.    Water  in  San  Timoteo  Creek  and  the  portion  of
               Cooper’s  Creek  downstream  of  the  City  of  Beaumont’s  Wastewater  Treatment  Plant  flows
               perennially as a result of wastewater discharges and groundwater discharging at the land surface.




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