| Current South Florida Water Management Status | Jump to | |||||
|
L Okee | |||||
| U Kiss | ||||||
| WCA | ||||||
| S Dade | ||||||
| Page Last Updated: | 6/25/2019 14:17 | Coastal | ||||
| Source Data Update: | 6/25/2019 14:07 | L8 | ||||
| SL Estuary | ||||||
| Today's Lake Stage: 11.28 | 1 Year Graph | 2 Week Graph | Charts | |||
| One
Month Ago: 11.06 One Year Ago: 14.05 |
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| Everglades Agricultural Area | ||||||
| Flow | Water Level (NGVD) | |||||
| Inflow from the Lake | Site | (cfs) | Upstream | Downstream | ||
| Hillsboro / NNR Canal | S351 | 0 | 11.3 | 9.4 | ||
| WPB Canal | S352 | 0 | 11.2 | 9.4 | ||
| Miami Canal | S354 | 0 | 11.3 | 10.3 | ||
| Inflow from WCA's | ||||||
| Gate from NNR Canal | S7 | 0 | 10.6 | 12.6 | ||
| Gate from Miami Canal | S8 | 0 | 10.6 | 11.8 | ||
| Inflow from C-139 Basin | ||||||
| L1 East | G136 | 7 | 13.5 | 10.4 | ||
| Internal | ||||||
| Ocean Canal E of Gladeview | G341 | Open | 9.4 | 9.4 | ||
| Bolles Canal East | BLSE | 8.9 | ||||
| Bolles Canal West | BLSW | 9.9 | ||||
| Outflow to WCA's / STA's | ||||||
| WPB Canal | S5A | 0 | 9.5 | 13.0 | ||
| L8 to C51 | S5AE | 294 | 12.2 | 10.0 | ||
| Hillsboro Canal to STA-2 | S6 | 0 | 9.5 | 13.0 | ||
| Hillsboro Canal to STA Diversion | G339 | 0 | 13.0 | 14.9 | ||
| NNR Canal to STA-2 | G434 | 0 | 9.6 | 12.1 | ||
| NNR Canal to STA-2 | G435 | 0 | 9.6 | 11.3 | ||
| NNR Canal to A1 FEB/STA-3/4 | G370 | 920 | 9.6 | 15.0 | ||
| NNR Canal to STA Diversion | G371 | 0 | 9.5 | 10.7 | ||
| Miami Canal to A1 FEB/STA-3/4 | G372 | 0 | 10.4 | 14.4 | ||
| A1 FEB to NNR Canal | G722 | 868 | 9.8 | 9.5 | ||
| (A1 FEB Inflow and Stage) | ||||||
| Miami Canal to STA Diversion | G373 | 0 | 10.4 | 10.6 | ||
| Miami Canal to Holy Land WMA | G200 | 0 | 10.6 | 11.7 | ||
| Outflow to the Lake | ||||||
| Hillsboro / NNR Canal | S2 | 0 | 9.4 | 11.3 | ||
| Miami Canal | S3 | 0 | 10.3 | 11.3 | ||
| Lake Okeechobee Area | (report) | Home | ||||
| Today's Lake Stage: 11.28 | 1 Year Graph | 2 Week Graph | ||||
| Flow | Water Level (NGVD) | |||||
| Inflow | Site | (cfs) | Upstream | Downstream | ||
| Kissimmee River | S65E | 1628 | 20.9 | 11.1 | ||
| Taylor Creek/Nubbin Slough | S191 | 0 | 18.2 | 11.2 | ||
| Harney Pond Canal (C-41) | S71 | 0 | 19.8 | 11.1 | ||
| Indian Prairie Canal (C-40) | S72 | 0 | 20.3 | 12.6 | ||
| Slough Ditch (C-41A) | S84 | 170 | 24.6 | 11.1 | ||
| Fisheating Creek at Lakeport | FISHLPL | 100 | 12.4 | 11.2 | ||
| Clewiston Area | S4 | 0 | 11.3 | 11.2 | ||
| Hillsboro / North New River | S2 | 0 | 9.4 | 11.3 | ||
| Miami Canal | S3 | 0 | 10.3 | 11.3 | ||
| Outflow | ||||||
| Hillsboro/North New River | S351 | 0 | 11.3 | 9.4 | ||
| West Palm Beach Canal | S352 | 0 | 11.2 | 9.4 | ||
| Miami Canal | S354 | 0 | 11.3 | 10.3 | ||
| L-8 Canal | C10A | -11 | 11.2 | 11.3 | ||
| St. Lucie Canal | ||||||
| Lake to Canal | S308 | 0 | 11.2 | 13.5 | ||
| Canal to Tide | S80 | 0 | 13.7 | 0.5 | ||
| Caloosahatchee River | ||||||
| Moore Haven Lock | S77 | 0 | 11.5 | 11.1 | ||
| Ortona Lock | S78 | Open | 10.9 | 3.3 | ||
| Franklin Lock | S79 | 0 | 2.9 | 1.5 | ||
| Upstream Tributaries | ||||||
| Lake Kissimmee | S65 | 380 | 49.5 | 46.9 | ||
| Lake Istokpoga | S68 | 198 | 38.1 | 31.9 | ||
| Upper Kissimmee Lakes | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Lakes Hart and Mary Jane | Site | (cfs) | Upstream | Downstream | ||
| Lake Mary Jane Inflow | S57 | 0 | 59.9 | 58.7 | ||
| S58 | 0 | 62.2 | 59.9 | |||
| Lake Hart Outflow to C-29A | S62 | 0 | 59.6 | 55.4 | ||
| East Lake Tohopekaliga | ||||||
| Inflow from Lake Hart | S62 | 0 | 59.6 | 55.4 | ||
| Outflow to C-31 | S59 | 0 | 55.4 | 52.5 | ||
| Lake Tohopekaliga | ||||||
| Inflow from E. Lake Toho | S59 | 0 | 55.4 | 52.5 | ||
| Outflow to C-35 | S61 | 167 | 52.5 | 49.5 | ||
| Aligator Lake | ||||||
| Outflow to C-35 | S60 | 0 | 62.1 | 59.5 | ||
| Lake Gentry | ||||||
| Inflow from Aligator Lake | S60 | 0 | 62.1 | 59.5 | ||
| Outflow to C-34 | S63 | 0 | 59.6 | 56.9 | ||
| Outflow to Cypress Lake | S63A | 0 | 56.9 | 49.5 | ||
| Cypress Lake | ||||||
| Inflow from Lake Toho | S61 | 167 | 52.5 | 49.5 | ||
| Inflow from C-34 | S63A | 0 | 56.9 | 49.5 | ||
| Lake Kissimmee | ||||||
| Outflow to C-38 | S65 | 380 | 49.5 | 46.9 | ||
| 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 | 10.4 | 15.8 | ||
| Inflow From STA-1E | S362 | 568 | 11.0 | 16.1 | ||
| STA Bypass East | G300 | 0 | 12.9 | 16.2 | ||
| STA Bypass West | G301 | 0 | 12.9 | 15.9 | ||
| S10A | 737 | 15.8 | 14.6 | |||
| Outflow to WCA-2A | S10C | 0 | 15.9 | 14.6 | ||
| S10D | 683 | 15.8 | 14.8 | |||
| Outflow to L-8 | S5AS | 0 | 12.2 | 13.0 | ||
| Outflow to LWDD | G94A-C | 0 | 16.0 | 13.1 | ||
| Outflow to the East | S39 | 0 | 15.9 | 7.5 | ||
| WCA-2A | ||||||
| Inflow from STA-2 | G335 | 0 | 9.3 | 14.9 | ||
| Inflow from STA-2 | G436 | 596 | 9.3 | 15.0 | ||
| Inflow from STA-3/4 | S7 | 0 | 10.6 | 12.6 | ||
| S11A | 1056 | 11.7 | 10.1 | |||
| Outflow to WCA-3A | S11B | 0 | 11.7 | 10.1 | ||
| S11C | 809 | 11.7 | 10.2 | |||
| Outflow to Broward County | S38 | 167 | 12.1 | 7.1 | ||
| WCA-3A | ||||||
| Inflow from STA-3/4 and 5 | S8 | 0 | 10.6 | 11.8 | ||
| S150 | 175 | 10.7 | 10.3 | |||
| Inflow from Broward | S9 | 203 | 4.1 | 9.5 | ||
| Inflow from the Western Basins | S140 | 506 | 9.7 | 11.2 | ||
| S190 | 0 | 15.7 | 10.8 | |||
| S344 | ||||||
| Outflow to BCNP | S343A | 0 | 8.6 | 8.4 | ||
| S343B | 0 | 8.6 | 8.4 | |||
| S12A | 0 | 8.6 | 8.4 | |||
| S12B | 0 | 8.6 | 8.0 | |||
| Outflow to ENP | S12C | 0 | 8.5 | 8.0 | ||
| S12D | 0 | 8.4 | 8.4 | |||
| S333 | 1253 | 8.4 | 8.1 | |||
| WCA-3B | ||||||
| Inflow from WCA-3A | S151 | 0 | 9.2 | 7.6 | ||
| Outflow to Biscayne Bay | S31 | 0 | 7.6 | 3.0 | ||
| Outflow to South Dade | S337 | 0 | 7.6 | 6.7 | ||
| South Dade County | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Upper L-31N | Site | (cfs) | Upstream | Downstream | ||
| WCA-3A into WCA-3B | S151 | 0 | 9.2 | 7.6 | ||
| WCA-3B into L30 | S337 | 0 | 7.6 | 6.7 | ||
| WCA-3A into Tamiami Canal | S333 | 1253 | 8.4 | 8.1 | ||
| Tamiami Canal into L-31N | S334 | 0 | 8.0 | 5.6 | ||
| L-31N into Tamiami Canal | S356 | 266 | 5.6 | 8.0 | ||
| L-30 into L-31N | S335 | 0 | 6.8 | 5.6 | ||
| L-31N into Black Creek (C-1W) | S338 | 0 | 5.6 | 4.1 | ||
| L-31N west of Kendall | G211 | 0 | 5.6 | 5.3 | ||
| Former S-333 Trigger Well | G3273 | 6.60 | ||||
| Lower L-31N | ||||||
| L-31N at Richmond Drive | S331 | 140 | 5.2 | 4.3 | ||
| L-31N at Richmond Drive | S173 | 0 | 5.2 | 4.3 | ||
| Flow from 8.5 Sq Mile Area | S357 | 0 | 5.6 | 5.6 | ||
| L-31N into C-102 | S194 | 0 | 4.2 | 3.9 | ||
| L-31N into C-103 | S196 | 0 | 4.3 | 3.1 | ||
| L-31N into N. Detention Area | S332BN | 135 | 4.2 | 8.9 | ||
| L-31N into S. Detention Area | S332B | 0 | 4.2 | 5.4 | ||
| L-31N into S. Detention Area | S332C | 0 | 4.2 | 5.6 | ||
| L-31N into 332D Detention Area | S332D | 247 | 4.1 | 8.1 | ||
| S332D Detention Area to ENP | S328 | 0 | 5.5 | 5.6 | ||
| S-331 Trigger Well (LASPAL) | LPC1 | 5.65 | ||||
| West of 8.5 SMA near LPG2 | ANGEL | 5.91 | ||||
| Groundwater East of S-331 | HUMBLE | 4.30 | ||||
| C-111 Canal | ||||||
| L-31N into C-111 | S176 | 0 | 4.2 | 3.4 | ||
| C-111 into Frog Pond DA | S200 | 0 | 3.4 | 6.1 | ||
| Frog Pond DA to Taylor Slough | G737 | Closed | 5.0 | 5.1 | ||
| C-111 into Aerojet Canal | S199 | 300 | 3.0 | 8.5 | ||
| C-111 at Park Road | S177 | 0 | 3.4 | 2.4 | ||
| C-111E at Park Road | S178 | Open | 2.4 | 2.3 | ||
| C-111 South | S18C | 282 | 2.3 | 2.2 | ||
| C-111 Outlet | S197 | 0 | 3.2 | 1.0 | ||
| Southeast Coastal | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Eastern Coastal Structures | Site | (cfs) | Upstream | Downstream | ||
| Fort Pierce | S99 | 0 | 19.2 | 12.0 | ||
| Stuart C-24 | S49 | 0 | 19.4 | 0.6 | ||
| Stuart C-23 | S97 | 0 | 21.0 | 8.1 | ||
| Stuart C-44 | S80 | 0 | 13.7 | 0.5 | ||
| Jupiter | S46 | 0 | 13.3 | 4.3 | ||
| G92 | 33 | 13.2 | 11.3 | |||
| LNHRT | 50 | 11.0 | 9.1 | |||
| Loxahatchee River | G160 | 26 | 16.6 | 13.3 | ||
| G161 | 0 | 18.3 | 16.6 | |||
| N. Palm Beach | S44 | 338 | 6.9 | 1.6 | ||
| West Palm Beach | S155 | 173 | 8.1 | 1.6 | ||
| Boynton Beach | S41 | 393 | 7.9 | 1.4 | ||
| Delray Beach | S40 | 0 | 8.2 | 1.3 | ||
| Boca Raton | G56 | 269 | 7.3 | 1.6 | ||
| G57 | 0 | 4.4 | 1.6 | |||
| Pompano Beach | S37A | 0 | 3.7 | 1.6 | ||
| S37B | 0 | 6.9 | 3.8 | |||
| Fort Lauderdale | S36 | 0 | 4.8 | 1.3 | ||
| S33 | 0 | 3.3 | 1.4 | |||
| G54 | 0 | 4.8 | 1.1 | |||
| S13 | 172 | 1.7 | 1.2 | |||
| North Miami | S29 | 623 | 2.0 | 1.2 | ||
| G58 | 76 | 2.0 | 2.0 | |||
| S28 | 0 | 2.1 | 1.4 | |||
| S27 | 272 | 1.5 | 1.4 | |||
| Miami | S26 | 0 | 2.8 | 1.6 | ||
| S25B | 314 | 2.4 | 1.6 | |||
| S25 | 0 | 2.1 | 1.6 | |||
| Coral Gables | G93 | 0 | 2.6 | 1.3 | ||
| Snapper Creek | S22 | 308 | 2.6 | 1.3 | ||
| S123 | 0 | 2.7 | 1.2 | |||
| S21 | 0 | 2.4 | 0.8 | |||
| Biscayne National Park | S21A | 0 | 2.2 | 0.9 | ||
| S20G | 0 | 2.0 | 0.8 | |||
| S20F | 0 | 2.1 | 0.8 | |||
| FP&L Mitigation Bank | S20 | 0 | 1.8 | 1.2 | ||
| Barnes Sound | S197 | 0 | 3.2 | 1.0 | ||
| L-8 / C-51 | Home | |||||
| Flow | Water Level (NGVD) | |||||
| L-8 Canal | Site | (cfs) | Upstream | Downstream | ||
| Outflow to West Palm Beach | CWPB2S | 0 | 11.6 | 18.3 | ||
| Outflow to EAA / STA 1W | S5AW | 0 | 12.2 | 9.4 | ||
| Outflow to WCA1 | S5AS | 0 | 12.2 | 13.0 | ||
| Outflow to C-51 | S5AE | 294 | 12.2 | 10.0 | ||
| Inflow from Lake Okeechobee | C10A | -11 | 11.2 | 11.5 | ||
| L-8 FEB Inflow | G538 | 0 | 12.3 | -19.4 | ||
| L-8 FEB Outflow | G539 | 298 | -19.4 | 12.1 | ||
| L-8 Divide Structure | G541 | 0 | 11.5 | 12.2 | ||
| (L8 FEB Inflow and Stage) | ||||||
| C-51 Canal | ||||||
| Inflow from L-8 | S5AE | 294 | 12.2 | 10.0 | ||
| STA-1E Inflow | S319 | 608 | 10.0 | 20.4 | ||
| Divide at SR 7 | S155A | 0 | 10.2 | 8.0 | ||
| Outflow to Tide | S155 | 173 | 8.1 | 1.6 | ||
| St Lucie Estuary | Home | |||||
| Flow | Water Level (NGVD) | |||||
| C-44 Canal | Site | (cfs) | Upstream | Downstream | ||
| Inflow from Lake Okeechobee | S308 | 0 | 11.2 | 13.5 | ||
| Estuary Inflows | ||||||
| Ten Mile Creek to North Fork | GORDY | 45 | 9.8 | 1.1 | ||
| C-24 to North Fork | S49 | 0 | 19.4 | 0.6 | ||
| C-23 to Mid-Estuary | S97 | 0 | 21.0 | 8.1 | ||
| C-44 to South Fork | S80 | 0 | 13.7 | 0.5 | ||
| Salinity | (ppt) | |||||
| At Roosevelt Bridge | 21 | |||||
| At A1A Bridge | 26 | |||||
| MacVicar Consulting, Inc. | ||||||
