Date This Report Generated:
                                                                                                            19 JAN 2025 @ 0005        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                                  DAILY OPERATION OF TERMINUS RESERVOIR, KAWEAH RIVER, CALIFORNIA
 
                                                         JANUARY  2025      
 
             Midnight       Storage    Mean     ------------ Mean Outflow --------------     Gross     Pan     Prec    Top Con Flood Control
   Date   Elev    Storage    Change   Inflow    Total*   River     [1]      [2]      [3]      Evap    Evap     (in)    Storage Parameter
          (ft)    (ac-ft)   (ac-ft)    (sfd)    (sfd)    (sfd)    (sfd)    (sfd)    (sfd)   (ac-ft)   (in)             (ac-ft) (in)
    01   616.10     32024       296     155       4.5      0.0      0.0  ????         4.5       3     0.06     0.00      11350   3.43    
    02   616.60     32462       438     225       2.2      0.0      0.0  ????         2.2       4     0.07     0.01      11462   3.36    
    03   617.09     32894       432     222       1.9      0.0      0.0  ????         1.9       5     0.09     0.06      11565   3.29    
    04   617.30     33081       187      97       1.9      0.0      0.0  ????         1.9       2     0.04     0.00      11713   3.19    
    05   617.69     33429       348     179       1.9      0.0      0.0  ????         1.9       4     0.06     0.00      11854   3.10    
 
    06   618.22     33907       478     245       1.9      0.0      0.0  ????         1.9       4     0.06     0.00      11993   3.00    
    07   618.44     34106       199     104       1.9      0.0      0.0  ????         1.9       3     0.06     0.00      12000   2.91    
    08   618.73     34370       264     137       1.8      0.0      0.0  ????         1.8       5     0.08     0.01      12000   2.83    
    09   619.05     34663       293     152       1.5      0.0      0.0  ????         1.5       5     0.08     0.00      12000   2.74    
    10   619.28     34874       211     111       1.2      0.0      0.0  ????         1.2       7     0.11     0.00      12000   2.66    
 
    11   619.61     35179       305     158       1.2      0.0      0.0  ????         1.2       5     0.08     0.00      12000   2.58    
    12   619.88     35429       250     130       1.3      0.0      0.0  ????         1.3       5     0.08     0.00      12000   2.50    
    13   620.19     35718       289     151       2.5      0.0      0.9  ????         1.6       6     0.09     0.00      12000   2.43    
    14   620.38     35896       178      96       3.5      0.0      1.4  ????         2.2       6     0.09     0.00      12000   2.36    
    15   620.79     36282       386     202       4.2      0.0      1.4  ????         2.8       6     0.10     0.00      12000   2.29    
 
    16   620.99     36471       189     102       2.8      0.3      1.4  ????         1.1       7     0.11     0.00      12000   2.22    
    17   621.23     36699       228     122       4.2      2.7      1.4  ????         0.1       6     0.10     0.00      12000   2.15    
    ??   ????      ????      ????    ????         4.4      3.0      1.4  ????         0.1    ????     0.08    ????      ????    ????
 
 
 
  Totals (sfd)                         2589      44.9      6.0      7.8      0.0     31.1     
  Totals (ac-ft)               4971    5135      89.0                                          84     
  Totals (inches)                                                                                     1.44     0.08
 
 [1] Lemon Cove Ditch;  [2] Hawkeye Ditch;  [3] Footthill Ditch
 * Totals may not reflect the sum of inputs due to rounding of the presented values