oke
               U. S. Army Corps of Engineers, Jacksonville District
                       Lake Okeechobee and Vicinity Report
                   ** Preliminary Data - Subject to Revision **
 
 
LOSOM24 Reg ZoneA =  16.75
LOSOM24 Reg ZoneBC =  16.20
LOSOM24 Reg ZoneD =  10.78
 
Data Ending 2400 hours   12 MAY 2025
_____________________________________________________________________________
 
Okeechobee Lake Regulation      Elevation   Last Year  2YRS Ago
                                (ft-NGVD)   (ft-NGVD)  (ft-NGVD)
  *Okeechobee Lake Elevation       11.10       13.77    13.98 (Official Elv)
 
  12MAY (1965-2007) Period of Record Average    13.34
  Difference from POR Average                  -2.24
 
  Today Lake Okeechobee elevation is determined from the 4 Int & 4 Edge stations
 
  ++Navigation Depth (Based on 2007 Channel Condition Survey) Route 1 ÷  5.04'
  ++Navigation Depth (Based on 2008 Channel Condition Survey) Route 2 ÷  3.24'
  Bridge Clearance = 52.35'
______________________________________________________________________________
 
4 Interior and 4 Edge Okeechobee Lake Average (Avg-Daily values):
 
  L001   L005   L006   LZ40   S4     S352   S308   S133
  11.24  11.14  10.56  11.08   -NR-  10.99   10.90 11.26
 
 
 *Combination Okeechobee  Avg-Daily Lake Average =  11.10
                                                   (*See Note)
______________________________________________________________________________
 
Okeechobee Inflows (cfs):
  S65E            329      S65EX1            0      Fisheating Cr     0
  S154              0      S191              0      S135 Pumps        0
  S84              64      S133 Pumps        0      S2 Pumps          0
  S84X             44      S127 Pumps        0      S3 Pumps          0
  S71              67      S129 Pumps        0      S4 Pumps          0
  S72              30      S131 Pumps      123      C5                0
Total Inflows:    657
 
Okeechobee Outflows (cfs):
  S135 Culverts     0      S354             46      S77              35
  S127 Culverts     0      S351              0      S308             63
  S129 Culverts     0      S352              0
  S131 Culverts     0      L8 Canal Pt      21
Total Outflows:    165
 
****S77 structure flow is being used to compute Total Outflow.
****S308 below flow meter is being used to compute Total Outflow.
 
Okeechobee Pan Evaporation (inches):
  S77            0.00      S308           0.17
  Average Pan Evap x 0.75 Pan Coefficient =  0.06" =  0.01'
 
Lake Average Precipitation using NEXRAD: =  -NR-" =  -NR-'
 
Evaporation - Precipitation:             =  -NR-" =  -NR-'
Evaporation - Precipitation using Lake Area of 730 square miles
  is equal to   -NR-
Lake Okeechobee (Change in Storage) Flow is  16335 cfs or  32400 AC-FT
______________________________________________________________________________
______________________________________________________________________________
 
 
 
 
             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 at bottom
North East Shore
  S133 Pumps:  12.89     11.09       0      0    0    0    0 -NR-  (cfs)
  S193:       ______
  S191:        18.73     11.08       0    0.0  0.0  0.0
  S135 Pumps:  11.86     10.85       0      0    0    0    0       (cfs)
  S135 Culverts:                     0    0.0  0.0
 
North West Shore
  S65E:        20.96     10.80     329    0.2  0.4  0.0  0.2  0.0  0.0
  S65EX1:      20.96     10.80       0
  S127 Pumps:  12.34     11.24       0      0    0    0    0    0  (cfs)
  S127 Culvert:                      0    0.0
 
  S129 Pumps:  12.85     11.83       0      0    0    0            (cfs)
  S129 Culvert:                      0    0.0
 
  S131 Pumps:  12.91     13.24     123   -NR-   44                 (cfs)
  S131 Culvert:                      0
 
  Fisheating Creek
    nr Palmdale          27.95       0
    nr Lakeport         ______
  S282         11.19     11.31              0.0  0.0  0.1
 
South Shore
  S4 Pumps:    11.81     14.27       0      0    0    0            (cfs)
  S169:       ______      -NR-    -NR-   -NR- -NR- -NR-
  S310:       ______              -NR-
  S3 Pumps:     9.68     11.11       0      0    0    0            (cfs)
  S354:        11.11      9.68      46    0.0  0.0
  S2 Pumps:    10.26     10.80       0      0    0    0    0       (cfs)
  S351:        10.80     10.26       0    0.0  0.0  0.0
  S352:        11.33      9.43       0    0.0  0.1
  S271:        11.53     11.41            9.3   9.2   9.8   8.5
  L8 Canal PT            11.15      21
 
  _________________________________________________________________________
                   S351 and S352 Temporary Pumps/S354 Spillway
 
  S351:        10.26     10.80       0  -NR--NR--NR--NR--NR--NR-
  S352:         9.43     11.33       0  -NR--NR--NR--NR-
  S354:         9.68     11.11      46  -NR--NR--NR--NR-
  _________________________________________________________________________
 
Caloosahatchee River (S77, S78, S79)
  S47B:        13.38     12.29            2.5  3.0
  S47D:        11.61     11.50     190    6.0
  S77:
    Spillway and Sector Preferred Flow:
               11.21     11.32      35  2.5  3.0  3.0  2.5
    Flow Due to Lockages+:           0
 
  S78:
    Spillway and Sector Flow:
               11.32      3.40     296    1.0  0.0  0.0  0.0
    Flow Due to Lockages+:           8
 
  S79:
    Spillway and Sector Flow:
                3.46      1.02     383    0.0  0.0  0.0  1.0  1.0  0.0  0.0  0.0
    Flow Due to Lockages+:           2
    Percent of flow from S77         9%
    Chloride            (ppm)      0
 
 
St. Lucie Canal (S308, S80)
  S308:
    Spillway and Sector Preferred Flow:
               11.13     11.15      63  3.0  3.0  3.0  3.0
    Flow Due to Lockages+:          -0
 
  S153:        18.59     11.05      65    0.0  0.0
  S80:
    Spillway and Sector Flow:
               11.42      1.38       0    0.0  0.0  0.0  0.0  0.0  0.0  0.0
    Flow Due to Lockages+:           6
    Percent of flow from S308   NA  %
 
  Steele Point Top Salinity    (mg/ml) ****
  Steele Point Bottom Salinity (mg/ml) ****
 
  Speedy Point Top Salinity    (mg/ml) ****
  Speedy Point Bottom Salinity (mg/ml) ****
 
 + Flow Due to lockages is computed utilizing average daily headwater and
   tailwater along with total number of lockages for the day to calculate
   a volume which is then converted to an average discharge in cfs.
++ Preferred flow is determined from either the spillway discharge or the below flow meter daily
______________________________________________________________________________
                                                               ----- Wind ----
Daily Precipitation Totals    1-Day       3-Day       7-Day    Direction Speed
                             (inches)    (inches)    (inches)   (Degų)   (mph)
  S133 Pump Station:           -NR-        0.00        0.00
  S193:                        -NR-        0.00        0.00     -NR-    -NR-
  Okeechobee Field Station:    -NR-        0.00        0.00
  S135 Pump Station:           -NR-        0.00        0.00
  S127 Pump Station:           -NR-        0.00        0.00
  S129 Pump Station:           -NR-        0.00        0.00
  S131 Pump Station:           -NR-        0.00        0.00
  S77:                         6.52       10.16       10.40      173    -NR-
  S78:                         -NR-        0.00        0.00     -NR-    -NR-
  S79:                         -NR-        0.00        0.00      122       1
  S4 Pump Station:             -NR-        0.00        0.00
  Clewiston Field Station:     -NR-        0.00        0.00
  S3 Pump Station:             -NR-        0.00        0.00
  S2 Pump Station:             -NR-        0.00        0.00
  S308:                        -NR-        0.00        0.00      144       6
  S80:                         -NR-        0.00        0.00     -NR-    -NR-
        Okeechobee Average     6.52        0.78        0.80
        (Sites S78, S79 and S80 not included)
  -----------------------------------------------------------------
  Oke Nexrad Basin Avg         -NR-        0.00        0.00
  -----------------------------------------------------------------
 
 
______________________________________________________________________________
Okeechobee Lake Elevations  12 MAY 2025           11.10 Difference from 12MAY25
   12MAY25  -1 Day  =       11 MAY 2025           11.01            -0.09
   12MAY25  -2 Days =       10 MAY 2025           11.00            -0.10
   12MAY25  -3 Days =       09 MAY 2025           11.06            -0.04
   12MAY25  -4 Days =       08 MAY 2025           11.08            -0.02
   12MAY25  -5 Days =       07 MAY 2025           11.09            -0.01
   12MAY25  -6 Days =       06 MAY 2025           11.12             0.02
   12MAY25  -7 Days =       05 MAY 2025           11.09            -0.01
   12MAY25 -30 Days =       12 APR 2025           12.15             1.05
   12MAY25  -1 Year =       12 MAY 2024           13.77             2.67
   12MAY25  -2 Year =       12 MAY 2023           13.98             2.88
______________________________________________________________________________
 
______________________________________________________________________________
                         Lake Okeechobee Net Inflow (LONIN)
                   Average Flow over the previous 14 days  |  Avg-Daily Flow
   12MAY25    Today =       12 MAY 2025      -944  TUE     |     16500
   12MAY25  -1 Day  =       11 MAY 2025     -2453  MON     |      2298
   12MAY25  -2 Days =       10 MAY 2025     -2852  SUN     |     -8876
   12MAY25  -3 Days =       09 MAY 2025     -2456  SAT     |     -1277
   12MAY25  -4 Days =       08 MAY 2025     -2980  FRI     |       722
   12MAY25  -5 Days =       07 MAY 2025     -3175  THU     |     -2807
   12MAY25  -6 Days =       06 MAY 2025     -3272  WED     |      7696
   12MAY25  -7 Days =       05 MAY 2025     -4115  TUE     |    -13512
   12MAY25  -8 Days =       04 MAY 2025     -3515  MON     |      3430
   12MAY25  -9 Days =       03 MAY 2025     -4026  SUN     |       672
   12MAY25 -10 Days =       02 MAY 2025     -4304  SAT     |      -877
   12MAY25 -11 Days =       01 MAY 2025     -4446  FRI     |     -8550
   12MAY25 -12 Days =       30 APR 2025     -4011  THU     |      -843
   12MAY25 -13 Days =       29 APR 2025     -4394  WED     |     -7798
______________________________________________________________________________
______________________________________________________________________________
                                 S65E
                       Average Flow over previous 14 days  |  Avg-Daily Flow
   12MAY25     Today=       12 MAY 2025       178  TUE     |       403
   12MAY25  -1 Day  =       11 MAY 2025       167  MON     |        97
   12MAY25  -2 Days =       10 MAY 2025       180  SUN     |       103
   12MAY25  -3 Days =       09 MAY 2025       190  SAT     |        88
   12MAY25  -4 Days =       08 MAY 2025       203  FRI     |       108
   12MAY25  -5 Days =       07 MAY 2025       216  THU     |       217
   12MAY25  -6 Days =       06 MAY 2025       220  WED     |       142
   12MAY25  -7 Days =       05 MAY 2025       230  TUE     |       153
   12MAY25  -8 Days =       04 MAY 2025       238  MON     |        99
   12MAY25  -9 Days =       03 MAY 2025       251  SUN     |       117
   12MAY25 -10 Days =       02 MAY 2025       262  SAT     |       172
   12MAY25 -11 Days =       01 MAY 2025       270  FRI     |       240
   12MAY25 -12 Days =       30 APR 2025       274  THU     |       282
   12MAY25 -13 Days =       29 APR 2025       277  WED     |       277
______________________________________________________________________________
______________________________________________________________________________
                                 S65EX1
                       Average Flow over previous 14 days  |  Avg-Daily Flow
   12MAY25     Today=       12 MAY 2025         0   TUE     |         0
   12MAY25  -1 Day  =       11 MAY 2025         0   MON     |         0
   12MAY25  -2 Days =       10 MAY 2025         0   SUN     |         0
   12MAY25  -3 Days =       09 MAY 2025         0   SAT     |         0
   12MAY25  -4 Days =       08 MAY 2025         0   FRI     |         0
   12MAY25  -5 Days =       07 MAY 2025         0   THU     |         0
   12MAY25  -6 Days =       06 MAY 2025         0   WED     |         0
   12MAY25  -7 Days =       05 MAY 2025         0   TUE     |         0
   12MAY25  -8 Days =       04 MAY 2025         0   MON     |         0
   12MAY25  -9 Days =       03 MAY 2025         0   SUN     |         0
   12MAY25 -10 Days =       02 MAY 2025         0   SAT     |         0
   12MAY25 -11 Days =       01 MAY 2025         0   FRI     |         0
   12MAY25 -12 Days =       30 APR 2025         0   THU     |         0
   12MAY25 -13 Days =       29 APR 2025         0   WED     |         0
______________________________________________________________________________
Lake Okeechobee Outlets Last 14 Days
 
             S-77    Below S-77    S-78        S-79
           Discharge  Discharge  Discharge  Discharge
           (ALL DAY)  (ALL-DAY)  (ALL DAY)  (ALL DAY)
   DATE     (AC-FT)    (AC-FT)    (AC-FT)    (AC-FT)
12 MAY 2025     28       -851         603        766
11 MAY 2025    678        355         518        629
10 MAY 2025    735        739         310        655
09 MAY 2025   1118       1479         425        761
08 MAY 2025   1156       1476         694        798
07 MAY 2025   1120       1513         710        728
06 MAY 2025   1369       1574         695        564
05 MAY 2025   1381       1552         706        648
04 MAY 2025   1468       1704         708        739
03 MAY 2025   1570       1563         703        682
02 MAY 2025   1808       1847         712        888
01 MAY 2025   1757       1764         718        914
30 APR 2025   1843       1751         724        662
29 APR 2025   2083       2142         702        269
 
             S-310      S-351      S-352      S-354    L8 Canal Pt
           Discharge  Discharge  Discharge  Discharge  Discharge
           (ALL DAY)  (ALL DAY)  (ALL DAY)  (ALL DAY)  (ALL DAY)
   DATE     (AC-FT)    (AC-FT)    (AC-FT)    (AC-FT)    (AC-FT)
12 MAY 2025   -NR-          0         0          91       -NR-
11 MAY 2025   -NR-        168       250         166       -NR-
10 MAY 2025   -NR-       1295       886         850       -NR-
09 MAY 2025   -NR-       1688       919         765       -NR-
08 MAY 2025   -NR-       1859       923         829       -NR-
07 MAY 2025   -NR-       1648       925         922       -NR-
06 MAY 2025   -NR-       1471       611         774       -NR-
05 MAY 2025   -NR-       1495       378        1058       -NR-
04 MAY 2025   -NR-        478       530         382       -NR-
03 MAY 2025   -NR-       1704      1048        3573       -NR-
02 MAY 2025   -NR-       1868      1069        3811       -NR-
01 MAY 2025   -NR-       2515      1104        2507       -NR-
30 APR 2025   -NR-       3089      1170        2264       -NR-
29 APR 2025   -NR-       3090      1210        2374       -NR-
 
             S-308    Below S-308    S-80
           Discharge   Discharge   Discharge
           (ALL DAY)   (ALL-DAY)   (ALL-DAY)
   DATE     (AC-FT)     (AC-FT)     (AC-FT)
12 MAY 2025  -1846         123          12
11 MAY 2025  -2479         -60          24
10 MAY 2025  -2480         147          24
09 MAY 2025  -2471         102          28
08 MAY 2025  -2138         214          25
07 MAY 2025  -1544         400          31
06 MAY 2025  -1263         411          25
05 MAY 2025  -1580         479          34
04 MAY 2025  -1920         389          34
03 MAY 2025  -1349         336          31
02 MAY 2025   -648         303          34
01 MAY 2025   -831         298          36
30 APR 2025   -384         458          39
29 APR 2025   -NR-         197          39
 
***  NOTE:     Discharge (ALL DAY) is computed using Spillway, Sector Gate and
               Lockages Discharges from 0015 hrs to 2400 hrs.
______________________________________________________________________________
 
(I) - Flows preceeded by "I" signify an instantaneous
      flow computed from the single value reported for the day
______________________________________________________________________________
   * On 11 May 1999, Lake Okeechobee Elevation was switched from
     Instantaneous 2400 value to an average-daily lake average.
     On 14 Mar 2001, due to the isolation of various gages within the standard
     10 stations, the average of the interior 4 station gages was used
     as the Lake Okeechobee Elevation.
     On 05 November 2010,  Lake Okeechobee Elevation was switched to a 9 gage
     mix of interior and edge gages to obtain a more reliable representation
     of the lake level.
     On 09 May 2011,  Lake Okeechobee Elevation was switched to a 8 gage
     mix of interior and edge gages to obtain a more reliable representation
     of the lake level due to isolation of S135 from low lake levels.
     Today Lake Okechobee elevation is determined from the 4 Int & 4 Edge stations
  ++ For more information see the Jacksonville District Navigation website
     at http://www.saj.usace.army.mil/
   $ For information regarding Lake Okeechobee Service Area water restrictions
     please refer to www.sfwmd.gov
______________________________________________________________________________
Report Generated 13MAY2025 @ 18:39  ** Preliminary Data - Subject to Revision **