Date This Report Generated:
                                                                                                                28 APR 2025 @ 2106        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                              DAILY OPERATION OF COYOTE RESERVOIR, EAST FORK RUSSIAN RIVER, CALIFORNIA
 
                                                         APRIL  2025      
 
             Midnight     Storage   Mean     --------- Mean Outflow -----------    Gross     Pan    Prec   # River Flows   Top Con
   Date   Elev   Storage   Change  Inflow    Total    River   Fish   R/V - Pump     Evap    Evap    (in)     [1]     [2]   Storage
          (ft)   (ac-ft)  (ac-ft)   (sfd)    (sfd)    (sfd)   (sfd) (tgal) (ac-ft) (ac-ft)   (in)            (sfd)   (sfd)  (ac-ft)
    01   754.81    98380     2487   1462     204.1    193.0   11.1  ????   ????       7     0.07    0.63   1344.2  2435.7   86400    
    02   755.35    99343      963    684     191.8    181.5   10.3  ????   ????      14     0.14    0.01    811.6  2220.0   86400    
    03   755.63    99842      499    425     165.4    155.8    9.6  ????   ????      16     0.16    0.00    444.6  1370.4   86400    
    04   755.83   100199      357    328     138.9    129.3    9.7  ????   ????      19     0.19    0.00    305.8  1004.2   86400    
    05   756.00   100503      304    289     125.7    116.0    9.7  ????   ????      20     0.20    0.00    234.7   810.7   86400    
 
    06   756.15   100771      268    270     125.7    116.0    9.7  ????   ????      18     0.17    0.08    193.0   703.0   86400    
    07   756.32   101075      304    285     125.7    116.0    9.7  ????   ????      13     0.13    0.08    209.5   684.4   86400    
    08   756.43   101272      197    234     125.5    115.9    9.7  ????   ????      18     0.18    0.00    178.2 ????      86400    
    09   756.51   101415      143    208     125.6    116.0    9.6  ????   ????      21     0.21    0.00    152.8   565.2   86400    
    10   756.57   101522      107    189     125.7    116.0    9.7  ????   ????      19     0.19    0.00    150.0   518.6   86400    
 
    11   756.62   101612       90    180     125.6    116.0    9.6  ????   ????      17     0.17    0.00    152.1   488.4   86400    
    12   756.65   101665       53    162     125.6    116.0    9.6  ????   ????      20     0.20    0.00    142.1   459.9   86400    
    13   756.68   101719       54    165     126.5    116.9    9.6  ????   ????      23     0.23    0.00    135.7   436.8   86400    
    14   756.69   101737       18    149     128.0    118.4    9.6  ????   ????      24     0.24    0.00    128.2   414.3   86400    
    15   756.75   101845      108    192     128.7    119.0    9.7  ????   ????      18     0.18    0.00    125.1   395.0   86400    
 
    16   756.79   101916       71    173     128.8    119.0    9.8  ????   ????      17     0.17    0.00    120.5   381.8   86400    
    17   756.84   102006       90    183     128.7    119.0    9.7  ????   ????      17     0.17    0.00    116.5   369.1   86400    
    18   756.89   102095       89    183     128.7    119.0    9.7  ????   ????      20     0.20    0.00    113.3   357.2   86400    
    19   756.92   102149       54    167     128.6    119.0    9.6  ????   ????      22     0.22    0.00    108.6   345.1   86400    
    20   756.95   102203       54    167     128.6    119.0    9.6  ????   ????      22     0.22    0.00    106.0   334.6   86400    
 
    21   756.97   102239       36    159     128.7    119.0    9.7  ????   ????      23     0.23    0.00    102.4   326.9   86400    
    22   757.00   102292       53    167     128.7    119.0    9.7  ????   ????      24     0.24    0.00    100.2   318.5   86400    
    23   757.02   102328       36    158     129.1    119.0   10.1  ????   ????      22     0.22    0.00     97.9   312.0   86400    
    24   757.03   102346       18    143     129.7    119.0   10.7  ????   ????       9     0.09    0.00     97.1   306.6   86400    
    25   757.04   102364       18    143     129.8    119.0   10.8  ????   ????       8     0.08    0.00     97.1   304.5   86400    
 
    26   757.06   102400       36    151     129.8    119.0   10.8  ????   ????       5     0.05    0.00     97.1   305.0   86400    
    27   757.07   102418       18    145     129.8    119.0   10.8  ????   ????      13     0.13    0.00     96.5   302.5   86400    
    28   ????     ????     ????   ????       127.7    119.0   10.9  ????   ????    ????     0.23   ????      92.6   294.5   86400    
 
  Totals (sfd)                      7162    3765.0   3488.6  278.5         
  Totals (tgal)                                                        0
  Totals (ac-ft)             6525  14206    7467.8                           0.0    467     
  Totals (inches)                                                                           4.88    0.80
 
 Flows are preliminary, for final data contact USGS, Ukiah, CA
 [1] Russian Near Ukiah,  [2] Russian Near Hopland