Updated: 2025-04-23 12:53:00 EDT
This webpage/report is intended to aggregate information from different agencies (i.e. USACE, SFWMD, FWC, USGS and NOAA) into one spot to help inform local government agencies and stakeholders on conditions within Lake Okeechobee, the Northern Estuaries and the Everglades ecosystem. The data provided here should be considered preliminary and are subject to change.
Daily discharge volume in Acre-Feet per day for the last 14-days. Data Source: USACE | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Date | S77 | S79 | S354 | S351 | S352 | S271 | S308 | S80 | NthLake 1 | WCA1 | WCA2 | WCA3 | ENP 2 |
04-22 | 2828 | 1741 | 2295 | 2820 | 1343 | 0 | 375 | 0 | 450 | 0 | 228 | 10 | 107 |
04-21 | 2087 | 1724 | 1767 | 2440 | 1198 | -83 | 355 | 0 | 494 | 52 | 230 | 14 | 117 |
04-20 | 1603 | 1448 | 1434 | 2350 | 1166 | -131 | 282 | 0 | 516 | 0 | 218 | 0 | 111 |
04-19 | 2166 | 1353 | 1400 | 2463 | 1277 | -129 | 309 | 0 | 484 | 0 | 202 | 325 | 190 |
04-18 | 2503 | 1051 | 1303 | 2533 | 1327 | 0 | 645 | 0 | 478 | 0 | 248 | 137 | 238 |
04-17 | 2995 | 1656 | 1821 | 2662 | 1402 | 75 | 553 | 0 | 480 | 26 | 228 | 26 | 315 |
04-16 | 2987 | 1966 | 1599 | 2848 | 1474 | 0 | 349 | 0 | 547 | 0 | 246 | 18 | 333 |
04-15 | 2920 | 2154 | 1983 | 2741 | 1509 | 0 | 688 | 0 | 555 | 60 | 252 | 24 | 294 |
04-14 | 2969 | 3217 | 2184 | 2366 | 1182 | -69 | 482 | 0 | 567 | 75 | 246 | 20 | 339 |
04-13 | 2152 | 2507 | 1948 | 2190 | 772 | 0 | 133 | 0 | 547 | 0 | 212 | 0 | 444 |
04-12 | 2099 | 1696 | 2340 | 2471 | 899 | 165 | 307 | 0 | 450 | 20 | 194 | 307 | 571 |
04-11 | 2348 | 1797 | 0 | 0 | 0 | 71 | 811 | 0 | 0 | 0 | 0 | 0 | 0 |
04-10 | 2801 | 2174 | 2660 | 3174 | 1162 | 73 | 514 | 0 | 484 | 8 | 194 | 32 | 718 |
04-09 | 3475 | 3241 | 2223 | 1555 | 1091 | 115 | 248 | 0 | 545 | 351 | 101 | 129 | 900 |
1 Includes discharges from Fisheating Creek, S71, S72, S84, S84X, S65E, and S65EX1 | |||||||||||||
2 Estimated as S12s+(S333+S333N)-S356. If no data is present (i.e. -NR-) either S12s, S333s or S356 data is not available. |
Lake Okeechobee daily average stage elevation for water year 2025 (WY2025) relative to the last two water years relative to the Lake Okeechobee Regulation Schedule (LORS).
Stage and recession rates this time for the current and last three water years | ||||
---|---|---|---|---|
Date | Water Year | Stage | 7-Day Recession Rate | 30-Day Recession Rate |
04-22 | 2022 | 13.17 | -0.23 | -0.85 |
04-22 | 2023 | 14.29 | 0.06 | -0.49 |
04-21 | 2024 | 14.64 | -0.23 | -0.88 |
04-22 | 2025 | 11.67 | -0.33 | -1.16 |
Lake Okeechobee inflow and outflow volume from USACE.
Lake Flows: In the past 7 days the total outflow from Lake Okeechobee was 59,036 AF with 17,169 AF to the Caloosahatchee through S-77,2,868 AF through S-308 in Port Mayaca, and 38,924 AF to the EAA through S-351, S-352, and S-354. The total net inflow to the Lake was 3,792 AF (3,449 AF from Fisheating Creek, S-71, S-72, S-84s, S-65EX, and S-65EX1) with a total backflow volume of 343 AF from C10A.
Data from NOAA NCCOS, HAB Monitoring Products (link)
Cyanobacteria Algal Index across Lake Okeechobee. Percent area based on open water coverage (Lake Area minus Littoral Zone). Windrose plot (bottom right) summarizing breakpoint wind data for the last 3 days using Tukey five-number summarise (i.e. boxplot). HAB Data from NOAA NCCOS HAB data explorer. Wind Data from SFWMD site LZ40.Data are provisional and subject to change.
Daily cloud cover and cyanobacteria algal bloom coverage of Lake Okeechobee. Percent area based on open water coverage (Lake Area minus Littoral Zone). Data from NOAA NCCOS HAB data explorer.Data are provisional and subject to change.
Lake Okeechobee inflow and outflow volume from USACE.
EAA canal stage.
Stage elevations this time for the current and last three water years | ||||||
---|---|---|---|---|---|---|
Date | Water Year | Miami 1 | NNR 2 | Hills 3 | WPB 4 | L8 5 |
04-22 | 2022 | 10.92 | 10.66 | 10.61 | 10.89 | 13.04 |
04-22 | 2023 | 11.32 | 11.06 | 11.04 | 9.59 | 14.25 |
04-21 | 2024 | 11.27 | 10.52 | 10.53 | 10.66 | 13.77 |
04-22 | 2025 | 10.71 | 10.71 | 11.61 | ||
1 Miami (DBKEY:65448) | ||||||
2 Hills (DBKEY:00345) | ||||||
3 NNR (DBKEY:00432) | ||||||
4 WPB (DBKEY:40536) | ||||||
5 L8 (DBKEY:02854) |
Water Conservation Area 1 (WCA1/LNWR) daily average stage elevation for water year 2025 (WY2025) relative to the last two water years relative to the WCA1 Regulation Schedule.
Stage and recession rates this time for the current and last three water years | ||||
---|---|---|---|---|
Date | Water Year | Stage | 7-Day Recession Rate | 30-Day Recession Rate |
04-22 | 2022 | 15.96 | -0.13 | -0.47 |
04-22 | 2023 | 16.24 | 0.10 | 0.06 |
04-21 | 2024 | 16.10 | -0.12 | -0.47 |
04-22 | 2025 | 15.73 | -0.16 | -0.38 |
WCA1 inflow and outflow volume from USACE.
Water Conservation Area 2A (WCA2A) daily average stage elevation for water year 2025 (WY2025) relative to the last two water years relative to the WCA2A Regulation Schedule.
Stage and recession rates this time for the current and last three water years | ||||
---|---|---|---|---|
Date | Water Year | Stage | 7-Day Recession Rate | 30-Day Recession Rate |
04-22 | 2022 | 11.47 | -0.14 | -0.54 |
04-22 | 2023 | 12.19 | 0.07 | 0.32 |
04-21 | 2024 | 11.93 | -0.15 | -0.23 |
04-22 | 2025 | 10.98 | -0.19 | -0.47 |
A Value represented by CA2-17 |
WCA2 inflow and outflow volume from USACE.
Water Conservation Area 3A (WCA3A/LNWR) daily average stage elevation for water year 2025 (WY2025) relative to the last two water years relative to the WCA3A Regulation Schedule. Average stage values represented by the 3-gauge average (3-63,3-64,3-65) and 2-gauge average (3-62 and 3-63).
Stage and recession rates this time for the current and last three water years | ||||
---|---|---|---|---|
Date | Water Year | Stage | 7-Day Recession Rate | 30-Day Recession Rate |
04-22 | 2022 | 8.64 | -0.09 | -0.45 |
04-22 | 2023 | 9.22 | 0.08 | 0.22 |
04-21 | 2024 | 9.70 | -0.16 | -0.49 |
04-22 | 2025 | 8.52 | -0.20 | -0.43 |
A Value represented by 3-gauge average (3-63, 3-64 and 3-65) |
WCA3A inflow and outflow volume from USACE.
Red line (i.e. inflows to WCAs) discharges (x1000 Ac-Ft) | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Year | Jan | Feb | Mar | Apr * | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | Total |
2012 | 1.8 | 4.5 | 6.8 | 9.2 | 63.6 | 54.2 | 46.5 | 153.1 | 233.9 | 81.1 | 7.9 | 28.3 | 690.8 |
2013 | 3.0 | 40.1 | 17.8 | 43.0 | 47.0 | 192.8 | 230.2 | 72.0 | 148.3 | 71.5 | 8.9 | 17.3 | 891.7 |
2014 | 30.7 | 87.5 | 11.4 | 8.2 | 14.2 | 79.4 | 97.4 | 169.4 | 169.9 | 85.9 | 22.6 | 66.1 | 842.8 |
2015 | 61.1 | 58.9 | 44.4 | 12.8 | 9.3 | 26.0 | 39.1 | 113.4 | 208.2 | 103.4 | 49.5 | 71.1 | 797.2 |
2016 | 161.8 | 173.9 | 25.8 | 35.9 | 79.0 | 89.0 | 62.6 | 141.6 | 141.9 | 119.9 | 21.2 | 38.0 | 1090.7 |
2017 | 28.3 | 23.4 | 21.8 | 17.1 | 67.5 | 277.7 | 78.5 | 108.1 | 264.7 | 237.9 | 87.0 | 19.1 | 1231.1 |
2018 | 19.6 | 41.7 | 31.5 | 51.8 | 180.5 | 84.9 | 126.1 | 86.6 | 90.3 | 56.7 | 39.4 | 35.1 | 844.1 |
2019 | 70.9 | 76.4 | 21.9 | 3.4 | 59.4 | 89.1 | 119.9 | 210.6 | 64.5 | 45.8 | 25.9 | 35.9 | 823.6 |
2020 | 28.6 | 26.0 | 13.1 | 6.5 | 69.3 | 158.3 | 105.5 | 127.2 | 157.0 | 198.3 | 208.7 | 56.5 | 1154.8 |
2021 | 6.9 | 4.2 | 25.5 | 35.1 | 14.3 | 49.5 | 99.4 | 146.6 | 163.9 | 100.4 | 56.9 | 13.7 | 716.4 |
2022 | 8.7 | 9.5 | 13.5 | 5.7 | 30.5 | 190.6 | 47.4 | 15.0 | 173.0 | 165.4 | 63.2 | 32.4 | 754.8 |
2023 | 15.3 | 15.2 | 15.3 | 34.3 | 35.9 | 151.6 | 112.8 | 128.4 | 134.6 | 122.7 | 61.7 | 71.9 | 899.7 |
2024 | 85.9 | 50.2 | 57.4 | 13.2 | 3.6 | 153.5 | 88.4 | 78.5 | 185.4 | 91.2 | 12.4 | 26.3 | 845.7 |
2025 | 39.3 | 32.1 | 9.6 | 9.6 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 90.7 |
Note: All data is from DBHYDRO and provisional. | |||||||||||||
* The latest month value may include an incomplete monthly period of record. |
Discharges across the Red line (northern inflows to WCAs) from January 2012 to current.
Daily average stage elevation for water year 2025 (WY2025) relative to the last two water years in Everglades National Park.
Stage (Ft, NGVD29) this time for the current and last three water years | ||||
---|---|---|---|---|
Date | Water Year | L29 Canal | NESRS2 | NP201 |
04-22 | 2022 | - NR - | 7.14 | 7.23 |
04-22 | 2023 | - NR - | 7.50 | 7.45 |
04-21 | 2024 | - NR - | 7.82 | 8.36 |
04-22 | 2025 | 6.95 | 6.77 | 6.95 |
Daily discharge volume in cubic feet per second for the last 14-days. Data Source: SFWMD DBHYDRO | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Date | S12A | S12B | S12C | S12D | S333 | S333N | S355A | S355B | S356 | S334 | Total Inflow 1 |
04-22 | 0 | 0 | 7 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | 11 |
04-21 | 0 | 0 | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | 14 |
04-20 | 0 | 0 | 9 | 7 | 0 | 3 | 0 | 0 | 0 | 0 | 18 |
04-19 | 0 | 0 | 12 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | 21 |
04-18 | 0 | 0 | 13 | 12 | 0 | 0 | 0 | 0 | 0 | 0 | 25 |
04-17 | 0 | 0 | 16 | 14 | 0 | 0 | 0 | 0 | 0 | 0 | 30 |
04-16 | 0 | 0 | 18 | 16 | 0 | 0 | 0 | 0 | 0 | 0 | 35 |
04-15 | 0 | 0 | 21 | 19 | 0 | 0 | 0 | 0 | 0 | 0 | 40 |
04-14 | 0 | 0 | 30 | 26 | 0 | 0 | 0 | 0 | 0 | 0 | 56 |
04-13 | 0 | 0 | 36 | 31 | 0 | 20 | 0 | 0 | 0 | 0 | 87 |
04-12 | 0 | 0 | 44 | 39 | 0 | 48 | 0 | 0 | 0 | 0 | 131 |
04-11 | 0 | 0 | 55 | 48 | 0 | 171 | 0 | 0 | 0 | 0 | 274 |
04-10 | 0 | 0 | 65 | 62 | 0 | 307 | 0 | 0 | 0 | 0 | 434 |
04-09 | 0 | 0 | 67 | 71 | 0 | 398 | 0 | 0 | 0 | 0 | 536 |
1 Estimated as S12s+(S333+S333N+S355s+min(S356,S335)-S334). |
Shark River Slough calculated net inflow.
Cumulative discharge for Shark River Slough for the last three Federal Water Years (Oct - Sept). Day of water year is analogous to day of year with Day 1 = October 1.
Shark River Slough daily discharge relative to historic peroid of record summary statistics.
Water Deliveries (Ac-Ft) to L-29 Canal (S12s + S333 + S333N + S356 - S334) | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Year | Jan | Feb | Mar | Apr * | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | Total |
2012 | 32,721 | 13,338 | 5,920 | 715 | 25,603 | 44,884 | 71,458 | 87,422 | 115,145 | 177,893 | 123,933 | 105,647 | 804,679 |
2013 | 40,168 | 14,649 | 3,935 | 657 | 47,897 | 63,814 | 112,559 | 149,299 | 133,821 | 122,668 | 87,956 | 40,798 | 818,221 |
2014 | 6,418 | 43,271 | 55,207 | 593 | 148 | 12,338 | 61,735 | 75,547 | 101,648 | 100,487 | 91,205 | 23,668 | 572,265 |
2015 | 13,129 | 15,096 | 8,899 | -1 | 27 | 0 | 8 | 1 | 19,116 | 132,224 | 72,692 | 136,629 | 397,820 |
2016 | 126,135 | 179,908 | 205,344 | 126,537 | 54,908 | 35,177 | 46,045 | 75,974 | 108,380 | 119,037 | 77,561 | 8,053 | 1,163,059 |
2017 | 2,800 | 5,219 | 1,363 | 367 | 218 | 98,455 | 187,549 | 167,000 | 236,851 | 382,118 | 282,376 | 176,232 | 1,540,548 |
2018 | 83,806 | 37,395 | 3,084 | 898 | 34,076 | 119,015 | 158,071 | 151,146 | 157,863 | 121,821 | 1,372 | 751 | 869,298 |
2019 | 973 | 20,974 | 27,746 | 16,300 | 24,723 | 52,517 | 100,640 | 133,010 | 154,843 | 110,701 | 25,946 | 104 | 668,477 |
2020 | 157 | 266 | 405 | 389 | 9,724 | 97,712 | 153,032 | 169,984 | 155,172 | 201,630 | 379,147 | 354,973 | 1,522,591 |
2021 | 194,969 | 138,137 | 120,534 | 70,878 | 27,517 | 32,565 | 72,835 | 102,451 | 119,130 | 182,087 | 158,057 | 145,757 | 1,364,917 |
2022 | 119,433 | 85,552 | 68,402 | 27,857 | 9,205 | 101,347 | 167,199 | 140,226 | 111,241 | 216,253 | 173,153 | 147,213 | 1,367,081 |
2023 | 117,088 | 80,975 | 59,073 | 56,677 | 65,966 | 101,965 | 155,718 | 162,134 | 170,238 | 193,532 | 149,735 | 154,908 | 1,468,009 |
2024 | 146,983 | 133,678 | 126,639 | 104,881 | 55,919 | 96,173 | 180,733 | 162,711 | 154,480 | 209,663 | 171,457 | 116,789 | 1,660,106 |
2025 | 95,492 | 53,942 | 34,093 | 3,973 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 187,500 |
Note: All data is from DBHYDRO and provisional. | |||||||||||||
* The latest month value may include an incomplete monthly period of record. |
Water Deliveries into Shark River Slough (S12s + S333 + S333N + S356 - S334) from January 2012 to current. Color correspond to operational changes reflected in the table above.
Water Deliveries (Ac-Ft) to L-29 Canal (S333 + S333N + S356 - S334) | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Year | Jan | Feb | Mar | Apr * | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | Total |
2012 | 16,355 | 7,658 | 1,358 | 314 | 15,037 | 14,047 | 731 | 3,442 | -198 | -348 | 419 | 8,193 | 67,008 |
2013 | 18,864 | 8,238 | 2,237 | 472 | 26,366 | 18,210 | 3,543 | 1,007 | -1,527 | -698 | -13 | 0 | 76,699 |
2014 | 836 | 29,254 | 30,707 | 379 | 148 | 9,899 | 44,759 | 15,994 | 16,551 | 2 | 31,794 | 12,453 | 192,776 |
2015 | 1,718 | 0 | 5,721 | -1 | 27 | 0 | 8 | 1 | 11,044 | 46,756 | 42,167 | 19,146 | 126,587 |
2016 | 18,980 | 28,809 | 74,455 | 65,767 | 26,003 | 4,459 | 13,526 | 9,244 | 120 | 180 | 67 | 7,738 | 249,348 |
2017 | 2,800 | 5,219 | 1,363 | 367 | 218 | 33,284 | 10,580 | -180 | 23,733 | 754 | 4,081 | 45,502 | 127,721 |
2018 | 9,715 | 21,628 | 3,084 | 898 | 14,584 | 31,621 | 60,379 | 64,683 | 48,596 | 70,694 | 1,372 | 751 | 328,005 |
2019 | 973 | 20,974 | 21,669 | 16,300 | 24,723 | 49,374 | 79,807 | 74,292 | 86,519 | 69,799 | 25,946 | 104 | 470,480 |
2020 | 157 | 266 | 405 | 389 | 9,724 | 68,908 | 100,492 | 93,025 | 72,285 | 48,161 | 27,731 | 7,767 | 429,310 |
2021 | 43,215 | 81,262 | 94,916 | 61,036 | 26,224 | 31,649 | 59,761 | 71,474 | 80,959 | 82,512 | 68,123 | 103,342 | 804,473 |
2022 | 94,403 | 67,577 | 56,446 | 26,360 | 7,856 | 80,756 | 106,731 | 101,242 | 73,959 | 73,078 | 69,398 | 60,599 | 818,405 |
2023 | 63,303 | 60,777 | 48,282 | 46,081 | 49,213 | 69,265 | 84,048 | 66,419 | 37,772 | 23,298 | 27,206 | 31,733 | 607,397 |
2024 | 39,848 | 43,466 | 39,525 | 61,711 | 48,474 | 50,707 | 65,573 | 42,897 | 22,111 | 31,765 | 50,455 | 46,385 | 542,917 |
2025 | 49,573 | 33,154 | 29,665 | 2,534 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 114,926 |
Note: All data is from DBHYDRO and provisional. | |||||||||||||
Structure (DBKEY): S12A (01313); S12B (00610); S12C (00621); S12D (01310); S333N (40371); S333 (15042); S334 (FB752); S356 (64136) | |||||||||||||
* The latest month value may include an incomplete monthly period of record. |
LEGEND |
---|
IOP |
ERTP |
Increment 1 |
2016 Emergency Deviation |
Increment 1.1/1.2 |
2017 Temporary Deviation |
Increment 2 |
COP |
2020 Temporary Deviation |
2023 Temporary Deviation |
Select salinity monitoring locations within Florida Bay.
Daily salinity values for select Florida Bay salinity mointoring locations relative to site specific daily historic statistics.
Daily and 14-day moving average discharge for S-79 relative to the Northern Estuaries RECOVER performance measure for the recent 30-day period.
CRE Discharge Salinity Envelope - 6 months plot
Caloosahatchee Conditions Summary: Flow to the Caloosahatchee Estuary had a 7-day average of 788 cfs at S-79 with a 7-day average of 1,237 cfs coming from the lake at S-77. The 14-day moving average flow at S-79 is 998 cfs and has been in the optimal flow envelope (750 - 2100 cfs; RECOVER 2020) for 42 days.
S-77 (from Lake Okeechobee) and S-79 (to Tidal Basin) flow data along the C-43 and Caloosahatchee River. C-43 Basin Flow was calculated as the difference from S-77 and S-79.
Cumulative discharge for S-79 (to Tidal Basin) and S-77 (from Lake Okeechobee) for the last three Florida Water Years (May - April). Day of water year is analogous to day of year with Day 1 = May 1.
Daily average bottom salinity data for the last 14-days from sampling locations within the tidal Caloosahatchee River Estuary relative to oyster health (Sanibel, Shell Point and Cape Coral) and tape grass (Vallisneria americana) health (Ft. Myers only) conditions.
CRE Salinity and Discharge - 6 months plot
Daily and 14-day moving average discharge for north and south fork relative to the Northern Estuaries RECOVER performance measure for the recent 30-day period.
St Lucie Conditions Summary: Flow to the St Lucie Estuary had a 7-day average of 0 cfs from North and South Forks with a 7-day average of 1,265 cfs coming from the lake at S-308.
S-308 (from Lake Okeechobee), S-80 (to Lower Fork), C-44 Basin and North Fork (Gordy Rd, S49, S48) daily discharge. C-44 Basin Flow was calculated as the difference from S-308 and S-80.
Cumulative discharge for S-80 (to Tidal Basin) and S-308 (from Lake Okeechobee) for the last three Florida Water Years (May - April). Day of water year is analogous to day of year with Day 1 = May 1.
Daily average bottom salinity data for the last 14-days from sampling locations within the tidal St Lucie River Estuary relative to oyster health conditions.
Daily and 14-day moving average discharge for discharge to the Lake Worth Lagoon for the recent 30-day period.
Lake Worth Lagoon Conditions Summary: Flow to the Lake Worth Lagoon Estuary had a 7-day average of 0 cfs, with 0 cfs from S44, 0 cfs from S155 and 0 cfs from S41.
Cumulative total (S44, S155, S41) discharge for to Lake Worth Lagoon for the last three Florida Water Years (May - April). Day of water year is analogous to day of year with Day 1 = May 1.
Daily average bottom salinity data for the last 14-days from sampling locations within the Lake Worth Lagoon. LWL20A is location north of Southern Blvd; LWL19 is located Lake/Lucerne Ave.