wca1
 
                          U. S. Army Corps of Engineers
                              Jacksonville District
 
                        Water Conservation Area #1 Report
 
Data Ending 2400 hours   26 JUN 2019
 
Note: Headwater, tailwater, and stage values below are instantaneous values
      unless otherwise specified.
 
             Headwater Tailwater         ----------- Gate Positions ------------
             Elevation Elevation  Disch   #1   #2   #3   #4   #5   #6   #7   #8
             (ft-msl)  (ft-msl)   (cfs)  (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
                               (I) see note
Water Conservation Area #1
Inflows
 G300:          -NR-      -NR-    -NR-   -NR- -NR-
 G301:          -NR-     16.02    -NR-   -NR- -NR- -NR-
                                        Speed of Pumps S362,G251,G310 (RPM)
 S362:         11.95      -NR-     501   687-NR--NR--NR--NR--NR--NR-
 G251:         10.15     15.96       0  -NR--NR--NR--NR--NR-
 G310:          -NR-      -NR-      71  -NR--NR-   1   0   0   0
Inflows:   -NR-      cfs
________________________________________________________________________________
Outflows
  S10D:         -NR-      -NR-     266   0.00 0.00 0.00 0.00
  S10C:         -NR-      -NR-       0   0.00 0.00 0.00 0.00
  S10A:         -NR-      -NR-     304   0.00 0.00 0.00 0.00
  Total S10 Discharge:             570
  G94A:         -NR-      -NR-       0   -NR- -NR-
  G94C:         -NR-      -NR-       0   -NR- -NR-
  S39:          -NR-      -NR-    -NR-   -NR-
  G338:                              0
  S5AS:         -NR-      -NR-    -NR-
Outflows:   -NR-     cfs
Net Structure Flows (Inflows - Outflows):   -NR-    cfs
________________________________________________________________________________
Stage
  Site 1-7:     -NR-       3 Station Average  =   -NR-
  Site 1-8T:    -NR-       (Site 1-7, 1-8T and 1-9)
  Site 1-8C:    -NR-       2 Station Average  =   -NR-
  Site 1-9:     -NR-       (Site 1-9 and 1-8T for Temp. Deviation)
  L8:           -NR-
  BLW S5AW:     -NR-
  S5AW:         -NR-
________________________________________________________________________________
Daily Precipitation Totals
                                 1-Day       3-Day       7-Day
                                 (inches)    (inches)    (inches)
  S5A Pump Station:                -NR-        0.00        0.00
  Site 1-7:                        -NR-        0.00        0.00
  Site 1-8T:                       -NR-        0.00        0.00
  Site 1-8C:(Bad Gage)             -NR-        0.00        0.00
  Site 1-9:                        -NR-        0.00        0.00
  S6 Pump Station:                 -NR-        0.00        0.00
  S10D: (Bad Gage)                 -NR-        0.00        0.00
  -----------------------------------------------------------------
        WCA-1 Average  (Gages)     -NR-        0.00        0.00
        (Site 1-8C and S10D not included)
  -----------------------------------------------------------------
  WCA1 Nexrad Basin Avg            -NR-        0.00        0.00
  -----------------------------------------------------------------
 
________________________________________________________________________________
WCA-1 Regulation Schedules
                                            Elevation   Regulation  Departure
                                           (ft-NGVD)   (ft-NGVD)     (feet)
  Site 1-8C                                    -NR-       15.75       -NR-
  Average of Sites 1-7, 1-9, 1-8T              -NR-       15.75       -NR-
  Zone A2 with Site 1-8C                       -NR-       15.75       -NR-
  Zone A2 with Site 1-7, 1-9, 1-8T             -NR-       15.75       -NR-
  Floor (Site 8C)                              -NR-       14.00       -NR-
  Floor (AVG Site 7,9,8T)                      -NR-       14.00       -NR-
 
  Regulation Zone Elevations              A2= 15.75   B= 15.75   C= 14.00
  Available storage:   -NR-    acre-feet
 
 ------------------------------------------------------------------------------
 *    DATES     !    USE GAGE      !        CONDITIONS                        *
 * 1JAN - 30JUN ! 1-8C (Canal)     !    All                                   *
 * 1JUL - 31DEC ! 1-8C (Canal)     !    Except as noted below                 *
 *              ! Average of 1-7,  !    During rising stages when canal       *
 *              ! 1-8T, and 1-9    !    stage exceeds average.                *
 ------------------------------------------------------------------------------
 
                                       3Station   Diff  Site8C   Diff
WCA-1 Elevations      26 JUN 2019          -NR-           -NR-
   26JUN19  -1 Day  = 25 JUN 2019 @ 2400  16.20   -NR-   16.08   -NR-
   26JUN19  -2 Days = 24 JUN 2019 @ 2400  16.22   -NR-   16.15   -NR-
   26JUN19  -3 Days = 23 JUN 2019 @ 2400  16.26   -NR-   16.22   -NR-
   26JUN19  -4 Days = 22 JUN 2019 @ 2400  16.28   -NR-   16.29   -NR-
   26JUN19  -5 Days = 21 JUN 2019 @ 2400  16.31   -NR-   16.32   -NR-
   26JUN19  -6 Days = 20 JUN 2019 @ 2400  16.33   -NR-   16.35   -NR-
   26JUN19  -7 Days = 19 JUN 2019 @ 2400  16.35   -NR-   16.38   -NR-
   26JUN19 -30 Days = 27 MAY 2019 @ 2400  15.89   -NR-   15.70   -NR-
 
  S5AE:        12.67     10.69           2.00 2.00
  S5A Pumps:    9.59     12.98       0      0    0    0    0    0    0 (cfs)
 G302:          -NR-      -NR-           -NR- -NR-
___________________________________________________________________________
___________________________________________________________________________
Water Conservation Area #2
  S6 Pumps:     -NR-     12.76       0      0    0    0                (cfs)
 
  Average of Sites 1-9 and 1-8T                -NR-
  7 Day Recession Rate (ft/wk)                 -NR-
  (Note: Rainfall check not complete)
                                             ELEV      Diff
2Station Avg.         26 JUN 2019              -NR-
   26JUN19  -1 Day  = 25 JUN 2019 @ 2400      16.14     -NR-
   26JUN19  -2 Days = 24 JUN 2019 @ 2400      16.17     -NR-
   26JUN19  -3 Days = 23 JUN 2019 @ 2400      16.21     -NR-
   26JUN19  -4 Days = 22 JUN 2019 @ 2400      16.24     -NR-
   26JUN19  -5 Days = 21 JUN 2019 @ 2400      16.26     -NR-
   26JUN19  -6 Days = 20 JUN 2019 @ 2400      16.29     -NR-
   26JUN19  -7 Days = 19 JUN 2019 @ 2400      16.31     -NR-
   26JUN19 -30 Days = 27 MAY 2019 @ 2400      15.83     -NR-
___________________________________________________________________________
 
(I) - Flows marked with "I" signify that this is an instantaneous flow
      computed from the single value reported for the day.
      Otherwise, flow is a daily average.
Report Generated 27 JUN 2019 @ 00:39
** Preliminary Data - Subject to Revision **