Report

                                                                                                   Date This Report Generated:
                                                                                                            21 MAY 2024 @ 0905        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                                  DAILY OPERATION OF TERMINUS RESERVOIR, KAWEAH RIVER, CALIFORNIA
 
                                                         MAY  2024      
 
             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   691.07    137405      3254    1880     225.7    203.5      7.2  ????        15.1      26     0.25     0.00     174793   4.48    
    02   692.67    140428      3023    1847     307.3    284.0      7.2  ????        16.1      31     0.29     0.00     180046   4.35    
    03   694.39    143710      3282    2046     376.5    352.1      7.2  ????        17.3      28     0.26     0.00     185300   4.23    
    04   695.97    146753      3043    2019     477.3    454.7      3.7  ????        18.8      15     0.14     0.48     185300   4.52    
    05   697.35    149434      2681    1897     535.4    514.4      2.1  ????        19.0      20     0.18     0.02     185300   4.66    
 
    06   698.34    151371      1937    1565     576.2    556.7      2.1  ????        17.4      24     0.22     0.00     185300   4.62    
    07   699.14    152944      1573    1495     688.1    669.2      2.7  ????        16.2      28     0.25     0.01     185300   4.51    
    08   699.93    154504      1560    1544     741.5    722.3      3.0  ????        16.2      31     0.28     0.00     185300   4.40    
    09   700.83    156290      1786    1636     716.0    696.9      3.0  ????        16.1      38     0.34     0.00     185300   4.27    
    10   701.72    158065      1775    1683     769.7    749.5      3.9  ????        16.2      37     0.33     0.00     185300   4.15    
 
    11   702.11    158846       781    1376     962.5    942.6      3.5  ????        16.5      40     0.35     0.00     185300   4.10    
    12   702.68    159990      1144    1782    1186.4   1165.7      3.9  ????        16.8      38     0.33     0.00     185300   4.08    
    13   703.37    161380      1390    2105    1385.9   1362.4      6.3  ????        17.1      36     0.31     0.00     185300   3.98    
    14   703.93    162512      1132    2144    1556.7   1532.3      7.2  ????        17.3      33     0.28     0.00     185300   3.86    
    15   704.60    163870      1358    2216    1512.3   1487.9      7.2  ????        17.2      38     0.33     0.00     185300   3.77    
 
    16   705.69    166092      2222    2460    1321.3   1297.2      7.2  ????        17.0      37     0.32     0.00     185300   3.67    
    17   707.15    169089      2997    2755    1226.1   1202.0      7.2  ????        16.9      35     0.30     0.00     185300   3.56    
    18   708.66    172215      3126    2852    1259.6   1237.2      5.5  ????        16.9      33     0.28     0.00     185300   3.45    
    19   709.65    174278      2063    2450    1392.3   1370.5      4.8  ????        17.1      34     0.29     0.00     185300   3.35    
    20   710.33    175702      1424    2371    1635.8   1612.6      5.8  ????        17.4      34     0.28     0.00     185300   3.25    
 
 
 
  Totals (sfd)                        40123   18852.6  18413.5    100.5      0.0    338.6     
  Totals (ac-ft)              41551   79583   37394.2                                         637     
  Totals (inches)                                                                                     5.60     0.51
 
 [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

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