Report

                                                                                                       Date This Report Generated:
                                                                                                                21 MAY 2024 @ 1005        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                                  DAILY OPERATION OF PINE FLAT RESERVOIR, KINGS RIVER, CALIFORNIA
 
                                                         MAY  2024      
 
         Midnight     Storage  Storage   Mean      Evap     Mean    Change  Nat Flow  Mill &  Nat Flow  Pan  Prec   River  Top Con
 Date  Elev  Storage   Change   Change  Outflow (ac-ft)    Inflow  Upstream  At P.F.  Hughes  @ Piedra Evap  (in)    [1]   Storage
       (ft)  (ac-ft)  (ac-ft)    (sfd)   (sfd)       (sfd)  (sfd)    (sfd)    (sfd)  Flow(sfd)  (sfd)  (in)         (sfd)  (ac-ft)
   01 940.20 935103     5651     2849   3046.8    70   35   5931      1713     7649     45.1     7694  0.21  0.00    5526   959154    
   02 941.14 940487     5384     2714   3188.3    74   37   5940      1782     7727     43.4     7770  0.23  0.00    5599   923000    
   03 942.15 946292     5805     2927   3230.1    74   38   6194      1772     7972     41.4     8013  0.23  0.00    5846   926100    
   04 942.55 948597     2305     1162   5467.8    30   15   6645      1709     8356     43.2     8399  0.09  0.54    6092   929800    
   05 942.44 947963     -634     -320   5978.4    52   26   5685      1072     6761     83.4     6844  0.16  0.02    5112   933000    
 
   06 941.90 944853    -3110    -1568   6134.1    67   34   4600       993     5597     63.7     5661  0.20  0.03    4065   934800    
   07 941.16 940601    -4252    -2144   6432.2    72   37   4325      1098     5428     52.0     5480  0.22  0.02    3935   936300    
   08 940.40 936247    -4354    -2195   6808.5    75   38   4651       856     5512     47.0     5559  0.23  0.00    4145   951000    
   09 939.73 932418    -3829    -1930   7266.9    81   41   5377      1397     6781     44.7     6825  0.25  0.02    4565   953600    
   10 939.11 928883    -3535    -1782   7297.2    84   42   5557      1130     6694     41.2     6735  0.26  0.00    4767   952800    
 
   11 938.41 924901    -3982    -2008   7296.6    88   44   5333      1673     7013     38.8     7051  0.27  0.01    4533   950700    
   12 937.94 922233    -2668    -1345   7306.7    86   43   6005      1968     7979     36.7     8016  0.26  0.01    5327   949000    
   13 937.85 921723     -510     -257   7357.8    82   41   7142      2242     9390     34.7     9425  0.25  0.00    6515   948500    
   14 937.97 922403      680      343   7370.3    76   38   7751      2349    10107     33.1    10140  0.23  0.00    7171   948000    
   15 938.24 923936     1533      773   7542.9    84   42   8358      2498    10862     31.9    10894  0.26  0.00    7870   944500    
 
   16 939.05 928541     4605     2322   6648.9    84   42   9013      2594    11614     32.0    11646  0.26  0.00    8773   944200    
   17 940.05 934245     5704     2876   6478.9    83   42   9396      2863    12266     27.0    12293  0.25  0.00    9200   944400    
   18 941.49 942496     8251     4160   6039.5    81   41  10241      2578    12825     26.2    12851  0.25  0.00    9889   942900    
   19 942.61 948943     6447     3250   5734.4    82   41   9026      2271    11304     25.8    11330  0.25  0.00    8726   940200    
   20 943.48 953970     5027     2534   5603.0    81   41   8178      1715     9900     25.0     9925  0.25  0.00    7882   937100    
 
 
 
  Totals (sfd)                  12361 122229.4        759 135350     36272   171736    816.2   172552              125537      
  Totals (ac-ft)       24518          242441.9  1506      268466     71945   340638   1618.8   342257              249003      
  Totals (inches)                                                                                      4.62  0.65
 
 [1] Kings River below North Fork Kings

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