Report

                                                                                         Date This Report Generated:
                                                                                                  17 DEC 2025 @ 0105        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                                    DAILY OPERATION OF SUCCESS RESERVOIR, TULE RIVER, CALIFORNIA
 
                                                         DECEMBER  2025      
 
             Midnight       Storage    Mean     -------Mean Outflow-----------     Gross    Pan     Prec     Top Con   Deer Cr @     Flood Control
   Date   Elev    Storage    Change   Inflow    Total* Tule River  Pioneer Ditch   Evap    Evap     (in)     Storage   Trenton Weir  Parameter
          (ft)    (ac-ft)   (ac-ft)    (Cfs)    (cfs)     (cfs)        (cfs)      (ac-ft)   (in)             (ac-ft)      (cfs)      (in)
    01    606.34    16536        98      83      31.7      31.7          0.0          3     0.05    0.00       12295       0.0         2.47    
    02    606.38    16566        30      76      60.1      60.1          0.0          2     0.03    0.01       12295       0.0         2.40    
    03    606.43    16604        38      76      56.2      56.2          0.0          1     0.02    0.00       12295       0.0         2.33    
    04    606.48    16642        38      77      56.2      56.2          0.0          3     0.04    0.00       12295       0.0         2.26    
    05    606.54    16687        45      80      56.3      56.2          0.1          2     0.04    0.00       12295       0.0         2.19    
 
    06    606.58    16717        30      75      58.5      56.2          2.3          2     0.04    0.00       12295       0.0         2.13    
    07    606.61    16740        23      72      59.3      56.2          3.1          2     0.03    0.00       12295       0.0         2.07    
    08    606.64    16763        23      72      59.8      56.2          3.6          2     0.03    0.00       12295       0.0         2.00    
    09    606.67    16785        23      71      59.3      56.2          3.1          1     0.02    0.00       12295       0.0         1.94    
    10    606.70    16808        23      71      58.9      56.2          2.6          2     0.03    0.00       12295       0.0         1.89    
 
    11    606.73    16831        23      71      58.9      56.2          2.6          2     0.03    0.00       12295       0.0         1.83    
    12    606.76    16853        23      72      58.9      56.2          2.6          2     0.04    0.01       12295       0.0         1.78    
    13    606.79    16876        23      71      58.9      56.2          2.6          2     0.03    0.00       12295       0.0         1.72    
    14    606.81    16891        15      67      58.9      56.3          2.6          2     0.03    0.00       12295       0.0         1.67    
    15    606.86    16929        38      73      53.1      50.5          2.6          2     0.03    0.00       12295       0.0         1.62    
 
    16    606.90    16959        30      65      48.9      46.2          2.6          2     0.03    0.00       12295       0.0         1.57    
 
 
 
  Totals (cfs)                         1172     893.9     863.3         30.6                                               0.0     
  Totals (ac-ft)                522    2325    1773.0                                30                                    0.0     
  Totals (inches)                                                                           0.51    0.02

* Totals may not reflect the sum of inputs due to rounding of the presented values


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