| Current South Florida Water Management Status | Jump to | ||||
|
L Okee | ||||
| U Kiss | |||||
| WCA | |||||
| S Dade | |||||
| Page Last Updated: | 4/24/2026 11:14 AM | Coastal | |||
| Source Data Update: | 4/24/2026 10:45 AM | L8 | |||
| Lake Stage with LOSOM | SL Estuary | ||||
| Today's Lake Stage: 11.84 | 1 Year | 3 Year | Charts | ||
| One
Month Ago: 12.02 One Year Ago: 11.63 |
Corps Ops | Graphics Library | |||
| Everglades Agricultural Area | SFWMD Ops | Note: SFWM datum has changed to NAVD. NAVD + (approx) 1.45 = NGVD. Corps and USGS are NGVD | |||
| Flow | Water Level (NGVD29) | ||||
| Inflow from the Lake | Site | (cfs) | Upstream | Downstream | |
| Hillsboro / NNR Canal | S351 | 339 | 11.8 | 10.2 | |
| WPB Canal | S352 | 0 | 11.9 | 10.3 | |
| Miami Canal | S354 | 617 | 11.9 | 10.7 | |
| Inflow from WCA's | |||||
| Gate from NNR Canal | S7 | 72 | 11.9 | 10.6 | |
| Gate from Miami Canal | S8 | 0 | 11.3 | 10.5 | |
| Inflow from C-139 Basin | |||||
| L1 East | G136 | 0 | 11.5 | 10.7 | |
| Internal | |||||
| Ocean Canal E of Gladeview | G341 | Closed | 10.2 | 10.3 | |
| Bolles Canal East | BLSE | 10.3 | |||
| Bolles Canal West | BLSW | 10.6 | |||
| Outflow to WCA's / STA's | (STA report) | ||||
| WPB Canal | S5A | 0 | 10.2 | 13.9 | |
| L8 to C51 | S5AE | 0 | 13.9 | 11.2 | |
| Hillsboro Canal to STA-2 | S6 | 0 | 10.4 | 14.0 | |
| Hillsboro Canal to STA Diversion | G339 | 0 | 1.4 | 6.9 | |
| NNR Canal to STA-2 | G434 | 0 | 10.3 | 14.0 | |
| NNR Canal to STA-2 | G435 | 167 | 10.2 | 11.4 | |
| NNR Canal to A1 FEB/STA-3/4 | G370 | 973 | 10.2 | 13.6 | |
| NNR Canal to STA Diversion | G371 | 0 | 10.1 | 10.6 | |
| A1 FEB to NNR Canal | G722 | 414 | 10.3 | 10.1 | |
| Miami Canal to A1 FEB/STA-3/4 | G372 | 0 | 10.7 | 13.0 | |
| A1 FEB | A1FEBNE | 11.4 | |||
| Miami Canal to A2 STA | S640 | 175 | 10.7 | 12.3 | |
| Miami Canal to STA Diversion | G373 | 0 | 10.6 | 10.5 | |
| Miami Canal to Holy Land WMA | G200 | 0 | 10.5 | 22.8 | |
| Outflow to the Lake | |||||
| Hillsboro / NNR Canal | S2 | 0 | 10.2 | 11.8 | |
| Miami Canal | S3 | 0 | 10.7 | 11.9 | |
| Lake Okeechobee Area | (report) | (Satellite) | Home | ||
| One Year Graph | |||||
| Today's Lake Stage: 11.84 | Lake Stage with LOSOM | 2 Week Graph | 7 Station 30 Day | ||
| Flow | Water Level (NGVD) | ||||
| Inflow | Site | (cfs) | Upstream | Downstream | |
| Kissimmee River | S65E | 217 | 21.0 | 11.6 | |
| Taylor Creek/Nubbin Slough | S191 | 0 | 19.2 | 11.7 | |
| Harney Pond Canal (C-41) | S71 | 0 | 19.7 | 11.7 | |
| Indian Prairie Canal (C-40) | S72 | 0 | 20.8 | 12.8 | |
| Slough Ditch (C-41A) | S84 | 0 | 24.2 | 11.7 | |
| Fisheating Creek at Palmdale | FISHLPL | 1 | |||
| Clewiston Area | S4 | 0 | 10.8 | 11.9 | |
| Hillsboro / North New River | S2 | 0 | 10.2 | 11.8 | |
| Miami Canal | S3 | 0 | 10.7 | 11.9 | |
| Outflow | |||||
| Hillsboro/North New River | S351 | 339 | 11.8 | 10.2 | |
| West Palm Beach Canal | S352 | 0 | 11.9 | 10.3 | |
| Miami Canal | S354 | 617 | 11.9 | 10.7 | |
| L-8 Canal | S271 | 43 | 11.9 | 11.8 | |
| St. Lucie Canal | |||||
| Lake to Canal | S308 | #VALUE! | 11.8 | 14.0 | |
| Canal to Tide | S80 | 0 | 14.1 | 0.3 | |
| Caloosahatchee River | |||||
| Moore Haven Lock | S77 | 629 | 11.7 | 10.9 | |
| Ortona Lock | S78 | 345 | 10.9 | 3.0 | |
| Franklin Lock | S79 | 520 | 3.1 | 2.0 | |
| Upstream Tributaries | |||||
| Lake Kissimmee | S65 | 360 | 49.6 | 46.4 | |
| Lake Istokpoga | S68 | 0 | 38.0 | 31.9 | |
| Upper Kissimmee Lakes | (report) | (pdsi) | Home | ||
| Flow | Water Level (NGVD) | ||||
| Lakes Hart and Mary Jane | Site | (cfs) | Upstream | Downstream | |
| Lake Mary Jane Inflow | S57 | 0 | 60.3 | 60.0 | |
| S58 | 0 | 63.0 | 60.3 | ||
| Lake Hart Outflow to C-29A | S62 | 0 | 59.9 | 55.7 | |
| East Lake Tohopekaliga | |||||
| Inflow from Lake Hart | S62 | 0 | 59.9 | 55.7 | |
| Outflow to C-31 | S59 | 0 | 55.7 | 52.7 | |
| Lake Tohopekaliga | |||||
| Inflow from E. Lake Toho | S59 | 0 | 55.7 | 52.7 | |
| Outflow to C-35 | S61 | 0 | 52.8 | 49.5 | |
| Aligator Lake | |||||
| Outflow to C-33 | S60 | 6 | 62.9 | 60.5 | |
| Lake Gentry | |||||
| Inflow from Aligator Lake | S60 | 6 | 62.9 | 60.5 | |
| Outflow to C-34 | S63 | 18 | 60.5 | 57.0 | |
| Outflow to Cypress Lake | S63A | 0 | 57.1 | 49.6 | |
| Cypress Lake | |||||
| Inflow from Lake Toho | S61 | 0 | 52.8 | 49.5 | |
| Inflow from C-34 | S63A | 0 | 57.1 | 49.6 | |
| Lake Kissimmee | |||||
| Outflow to C-38 | S65 | 360 | 49.6 | 46.4 | |
| Water Conservation Areas | (#1 report) | (#2 report) | (#3 report) | Home | |
| Flow | Water Level (NGVD) | ||||
| WCA-1 | Site | (cfs) | Upstream | Downstream | |
| Inflow From STA-1W | G310 | 0 | 9.0 | 16.2 | |
| Inflow From STA-1E | S362 | 0 | 12.9 | 16.2 | |
| STA Bypass East | G300 | 0 | 13.9 | 16.2 | |
| STA Bypass West | G301 | -126 | 13.9 | 16.3 | |
| S10A | 0 | 16.3 | 12.0 | ||
| Outflow to WCA-2A | S10C | 0 | 16.3 | 12.1 | |
| S10D | 0 | 16.3 | 12.1 | ||
| Outflow to L-8 | S5AS | 288 | 13.9 | 13.9 | |
| Outflow to LWDD | G94A-C | 0 | 16.3 | 13.2 | |
| Outflow to the East | S39 | 0 | 16.3 | 7.4 | |
| WCA-2A | |||||
| Inflow from STA-2 | G335 | 0 | 9.7 | 13.8 | |
| Inflow from STA-2 | G436 | 0 | 9.7 | 14.0 | |
| Inflow from STA-3/4 | S7 | 0 | 10.6 | 11.9 | |
| S11A | 0 | 12.0 | 6.7 | ||
| Outflow to WCA-3A | S11B | 0 | 12.0 | 6.7 | |
| S11C | 0 | 12.0 | 6.7 | ||
| Outflow to Broward County | S38 | 146 | 12.0 | 6.7 | |
| WCA-3A | |||||
| Inflow from STA-3/4 and 5 | S8 | 0 | 10.5 | 11.3 | |
| S150 | 0 | 10.6 | 8.9 | ||
| Inflow from Broward | S9 | 0 | 2.9 | 6.6 | |
| Inflow from the Western Basins | S140 | 0 | 10.3 | 9.6 | |
| S190 | 0 | 15.2 | 9.8 | ||
| S344 | 0 | 10.2 | 10.2 | ||
| Outflow to BCNP | S343A | 0 | 6.7 | 6.7 | |
| S343B | 0 | 6.7 | 6.6 | ||
| S12A | 0 | 6.7 | 6.7 | ||
| S12B | 0 | 6.7 | 6.7 | ||
| Outflow to ENP | S12C | 0 | 6.7 | 6.7 | |
| S12D | 0 | 6.7 | 6.7 | ||
| S333 | 0 | 6.7 | 6.6 | ||
| S333N | 26 | 6.7 | 6.6 | ||
| WCA-3B | |||||
| Inflow from WCA-3A | S151 | 102 | 8.4 | 7.4 | |
| Outflow to Biscayne Bay | S31 | 0 | 6.3 | 2.7 | |
| Outflow to South Dade | S337 | 114 | 6.3 | 5.0 | |
| South Dade County | (report) | Home | |||
| Flow | Water Level (NGVD) | ||||
| Upper L-31N | Site | (cfs) | Upstream | Downstream | |
| WCA-3A into WCA-3B | S151 | 102 | 8.4 | 7.4 | |
| WCA-3B into L30 | S337 | 114 | 6.3 | 5.0 | |
| WCA-3A into Tamiami Canal | S333 | 0 | 6.7 | 6.6 | |
| S333N | 26 | 6.7 | 6.6 | ||
| Tamiami Canal into L-31N | S334 | 0 | 6.6 | 4.6 | |
| L-31N into Tamiami Canal | S356 | 0 | 4.6 | 6.6 | |
| L-30 into L-31N | S335 | 103 | 5.1 | 4.6 | |
| L-31N into Black Creek (C-1W) | S338 | 0 | 4.6 | 3.5 | |
| L-31N west of Kendall | G211 | 101 | 4.6 | 3.8 | |
| Former S-333 Trigger Well | G3273 | 4.78 | |||
| Lower L-31N | |||||
| L-31N at Richmond Drive | S331 | 0 | 3.6 | 3.5 | |
| L-31N at Richmond Drive | S173 | 81 | 3.6 | 3.5 | |
| Flow from 8.5 Sq Mile Area | S357 | 0 | 3.6 | 3.6 | |
| L-31N into C-102 | S194 | 0 | 3.2 | 3.1 | |
| L-31N into C-103 | S196 | 0 | 5.3 | 4.8 | |
| L-31N into N. Detention Area | S332BN | 0 | 4.3 | 4.6 | |
| L-31N into S. Detention Area | S332B | 0 | 3.5 | 3.3 | |
| L-31N into S. Detention Area | S332C | 0 | 3.5 | 3.3 | |
| L-31N into 332D Detention Area | S332D | 0 | 3.4 | 3.3 | |
| S332D Detention Area to ENP | S328 | 0 | 3.8 | 3.9 | |
| West of 8.5 SMA near LPG2 | ANGEL | 4.41 | |||
| Groundwater East of S-331 | HUMBLE | 3.35 | |||
| C-111 Canal | |||||
| L-31N into C-111 | S176 | 35 | 3.4 | 2.9 | |
| C-111 into Frog Pond DA | S200 | 0 | 3.0 | 5.9 | |
| Frog Pond DA to Taylor Slough | G737 | 0 | 2.8 | 2.8 | |
| C-111 into Aerojet Canal | S199 | 0 | 2.9 | 5.5 | |
| C-111 at Park Road | S177 | 0 | 2.9 | 2.5 | |
| C-111E at Park Road | S178 | Open | 2.5 | 2.5 | |
| C-111 South | S18C | 0 | 2.5 | 2.1 | |
| C-111 Outlet | S197 | 0 | 2.8 | 2.1 | |
| Southeast Coastal | (report) | Home | |||
| Flow | Water Level (NGVD) | ||||
| Eastern Coastal Structures | Site | (cfs) | Upstream | Downstream | |
| Fort Pierce | S99 | 0 | 21.1 | 12.3 | |
| Stuart C-24 | S49 | 0 | 20.8 | 0.9 | |
| Stuart C-23 | S97 | 0 | 22.8 | 8.0 | |
| Stuart C-44 | S80 | 0 | 13.6 | 1.5 | |
| Jupiter | S46 | 0 | 14.2 | 4.4 | |
| G92 | 22 | 14.2 | 11.0 | ||
| LNHRT | 43 | 12.1 | 12.1 | ||
| Loxahatchee River | G160 | 0 | 16.8 | 14.2 | |
| G161 | 0 | 18.2 | 9.5 | ||
| N. Palm Beach | S44 | 129 | 7.3 | 2.3 | |
| West Palm Beach | S155 | 0 | 8.6 | 0.3 | |
| Boynton Beach | S41 | 154 | 8.4 | 0.1 | |
| Delray Beach | S40 | 0 | 8.5 | 0.3 | |
| Boca Raton | G56 | 0 | 7.4 | 0.5 | |
| G57 | 0 | 4.8 | 0.5 | ||
| Pompano Beach | S37A | 0 | 3.8 | 0.5 | |
| S37B | 0 | 6.5 | 3.7 | ||
| Fort Lauderdale | S36 | 0 | 4.6 | 0.4 | |
| S33 | 0 | 3.4 | 0.7 | ||
| G54 | 0 | 4.4 | 0.8 | ||
| S13 | 0 | 1.7 | 0.6 | ||
| North Miami | S29 | 0 | 2.3 | 0.4 | |
| G58 | 76 | Unavailable | Unavailable | ||
| S28 | 0 | 2.0 | 0.5 | ||
| S27 | 356 | 1.3 | 0.5 | ||
| Miami | S26 | 0 | 2.5 | 0.8 | |
| S25B | 0 | 2.8 | 0.8 | ||
| S25 | 0 | 2.2 | 0.7 | ||
| Coral Gables | G93 | 0 | 2.8 | 0.8 | |
| Snapper Creek | S22 | 0 | 2.9 | 0.7 | |
| S123 | 0 | 2.6 | 0.7 | ||
| S21 | 0 | 2.4 | 0.6 | ||
| Biscayne National Park | S21A | 0 | 1.2 | 0.6 | |
| S20G | 0 | 1.8 | 0.7 | ||
| S20F | 628 | 1.2 | 0.5 | ||
| FP&L Mitigation Bank | S20 | 0 | 2.1 | 1.7 | |
| Barnes Sound | S197 | 0 | 2.8 | 2.1 | |
| L-8 / C-51 | Home | ||||
| Flow | Water Level (NGVD) | ||||
| L-8 Canal | Site | (cfs) | Upstream | Downstream | |
| Outflow to West Palm Beach | CWPB2S | 89 | 10.2 | 18.5 | |
| Outflow to EAA / STA 1W | S5AW | 80 | 13.9 | 10.3 | |
| Outflow to WCA1 | S5AS | -288 | 13.9 | 13.9 | |
| Outflow to C-51 | S5AE | 0 | 13.9 | 11.2 | |
| Inflow from Lake Okeechobee | S271 | 43 | 11.9 | 11.8 | |
| L-8 FEB Inflow | G538 | 0 | 14.0 | -5.4 | |
| L-8 FEB Outflow | G539 | 0 | -5.4 | 13.9 | |
| L-8 Divide Structure | G541 | 0 | 10.3 | 13.9 | |
| (L8 FEB Inflow and Stage) | |||||
| C-51 Canal | |||||
| Inflow from L-8 | S5AE | 0 | 13.9 | 11.2 | |
| STA-1E Inflow | S319 | 0 | 11.2 | 20.8 | |
| Divide at SR 7 | S155A | 0 | 11.4 | 8.5 | |
| Outflow to Tide | S155 | 0 | 8.6 | 0.3 | |
| St Lucie Estuary | Home | ||||
| Flow | Water Level (NGVD) | ||||
| C-44 Canal | Site | (cfs) | Upstream | Downstream | |
| Inflow from Lake Okeechobee | S308 | #VALUE! | 11.8 | 13.9 | |
| Estuary Inflows | |||||
| Ten Mile Creek to North Fork | GORDY | 62 | 9.8 | 2.8 | |
| C-24 to North Fork | S49 | 0 | 20.8 | 0.9 | |
| C-23 to Mid-Estuary | S97 | 0 | 22.8 | 8.0 | |
| C-44 to South Fork | S80 | 0 | 13.6 | 1.5 | |
| Salinity | |||||
| At Roosevelt Bridge | 2277100 | <Follow links for latest values | |||
| At A1A Bridge | 2277110 | ||||
| MacVicar Consulting, Inc. | |||||