| Current South Florida Water Management Status | Jump to | |||||
|
L Okee | |||||
| U Kiss | ||||||
| WCA | ||||||
| S Dade | ||||||
| Page Last Updated: | 10/16/2018 6:46 | Coastal | ||||
| Source Data Update: | 10/16/2018 6:43 | L8 | ||||
| SL Estuary | ||||||
| Today's Lake Stage: 14.20 | 1 Year Graph | 2 Week Graph | Charts | |||
| One
Month Ago: 14.80 One Year Ago: 17.18 |
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| Everglades Agricultural Area | ||||||
| Flow | Water Level (NGVD) | |||||
| Inflow from the Lake | Site | (cfs) | Upstream | Downstream | ||
| Hillsboro / NNR Canal | S351 | 1101 | 14.2 | 10.7 | ||
| WPB Canal | S352 | 177 | 14.3 | 10.5 | ||
| Miami Canal | S354 | 1217 | 14.2 | 10.9 | ||
| Inflow from WCA's | ||||||
| Gate from NNR Canal | S7 | 0 | 11.2 | 13.3 | ||
| Gate from Miami Canal | S8 | 0 | 11.1 | 11.6 | ||
| Inflow from C-139 Basin | ||||||
| L1 East | G136 | 0 | 12.0 | 10.7 | ||
| Internal | ||||||
| Ocean Canal E of Gladeview | G341 | 0 | 10.5 | 10.4 | ||
| Bolles Canal East | BLSE | 9.5 | ||||
| Bolles Canal West | BLSW | 11.5 | ||||
| Outflow to WCA's / STA's | ||||||
| WPB Canal | S5A | 419 | 10.3 | 16.1 | ||
| L8 to C51 | S5AE | 0 | 13.3 | 12.6 | ||
| Hillsboro Canal to STA-2 | S6 | 0 | 10.7 | 15.2 | ||
| Hillsboro Canal to STA Diversion | G339 | 0 | 15.2 | 14.5 | ||
| NNR Canal to STA-2 | G434 | 101 | 10.6 | 11.5 | ||
| NNR Canal to STA-2 | G435 | 169 | 10.5 | 12.0 | ||
| NNR Canal to A1 FEB/STA-3/4 | G370 | 970 | 10.5 | 14.1 | ||
| NNR Canal to STA Diversion | G371 | 0 | 10.5 | 11.3 | ||
| Miami Canal to A1 FEB/STA-3/4 | G372 | 1003 | 10.2 | 13.9 | ||
| A1 FEB to NNR Canal | G722 | 773 | 10.7 | 10.5 | ||
| (A1 FEB Inflow and Stage) | ||||||
| Miami Canal to STA Diversion | G373 | 0 | 10.2 | 11.2 | ||
| Miami Canal to Holy Land WMA | G200 | 0 | 11.2 | 11.8 | ||
| Outflow to the Lake | ||||||
| Hillsboro / NNR Canal | S2 | 0 | 10.7 | 14.2 | ||
| Miami Canal | S3 | 0 | 10.9 | 14.2 | ||
| Lake Okeechobee Area | (report) | Home | ||||
| Today's Lake Stage: 14.20 | 1 Year Graph | 2 Week Graph | ||||
| Flow | Water Level (NGVD) | |||||
| Inflow | Site | (cfs) | Upstream | Downstream | ||
| Kissimmee River | S65E | 1589 | 21.1 | 14.0 | ||
| Taylor Creek/Nubbin Slough | S191 | 0 | 18.3 | 14.1 | ||
| Harney Pond Canal (C-41) | S71 | 0 | 20.0 | 14.1 | ||
| Indian Prairie Canal (C-40) | S72 | 0 | 20.7 | 14.2 | ||
| Slough Ditch (C-41A) | S84 | 0 | 25.0 | 14.1 | ||
| Fisheating Creek at Lakeport | FISHLPL | -10 | 14.3 | 14.2 | ||
| Clewiston Area | S4 | 0 | 11.1 | 14.3 | ||
| Hillsboro / North New River | S2 | 0 | 10.7 | 14.2 | ||
| Miami Canal | S3 | 0 | 10.9 | 14.2 | ||
| Outflow | ||||||
| Hillsboro/North New River | S351 | 1101 | 14.2 | 10.7 | ||
| West Palm Beach Canal | S352 | 177 | 14.3 | 10.5 | ||
| Miami Canal | S354 | 1217 | 14.2 | 10.9 | ||
| L-8 Canal | C10A | 3 | 14.3 | 12.9 | ||
| St. Lucie Canal | ||||||
| Lake to Canal | S308 | 0 | 14.3 | 13.4 | ||
| Canal to Tide | S80 | 0 | 13.5 | 1.2 | ||
| Caloosahatchee River | ||||||
| Moore Haven Lock | S77 | 1950 | 14.3 | 11.2 | ||
| Ortona Lock | S78 | Open | 10.9 | 3.1 | ||
| Franklin Lock | S79 | 2106 | 3.2 | 1.5 | ||
| Upstream Tributaries | ||||||
| Lake Kissimmee | S65 | 1566 | 50.4 | 46.4 | ||
| Lake Istokpoga | S68 | 0 | 39.2 | 31.7 | ||
| Upper Kissimmee Lakes | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Lakes Hart and Mary Jane | Site | (cfs) | Upstream | Downstream | ||
| Lake Mary Jane Inflow | S57 | 0 | 61.3 | 60.1 | ||
| S58 | 0 | 63.2 | 61.2 | |||
| Lake Hart Outflow to C-29A | S62 | 0 | 60.0 | 57.2 | ||
| East Lake Tohopekaliga | ||||||
| Inflow from Lake Hart | S62 | 0 | 60.0 | 57.2 | ||
| Outflow to C-31 | S59 | 0 | 57.1 | 54.4 | ||
| Lake Tohopekaliga | ||||||
| Inflow from E. Lake Toho | S59 | 0 | 57.1 | 54.4 | ||
| Outflow to C-35 | S61 | 0 | 54.4 | 50.4 | ||
| Aligator Lake | ||||||
| Outflow to C-35 | S60 | 0 | 63.2 | 61.3 | ||
| Lake Gentry | ||||||
| Inflow from Aligator Lake | S60 | 0 | 63.2 | 61.3 | ||
| Outflow to C-34 | S63 | 0 | 61.4 | 56.8 | ||
| Outflow to Cypress Lake | S63A | 25 | 56.9 | 50.4 | ||
| Cypress Lake | ||||||
| Inflow from Lake Toho | S61 | 0 | 54.4 | 50.4 | ||
| Inflow from C-34 | S63A | 25 | 56.9 | 50.4 | ||
| Lake Kissimmee | ||||||
| Outflow to C-38 | S65 | 1566 | 50.4 | 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 | 81 | 8.2 | 16.5 | ||
| Inflow From STA-1E | S362 | 236 | 13.0 | 16.6 | ||
| STA Bypass East | G300 | 0 | 16.1 | 16.6 | ||
| STA Bypass West | G301 | 0 | 16.1 | 16.6 | ||
| S10A | 0 | 16.6 | 13.2 | |||
| Outflow to WCA-2A | S10C | 0 | 16.6 | 13.2 | ||
| S10D | 0 | 16.6 | 13.2 | |||
| Outflow to L-8 | S5AS | 639 | 13.3 | 16.0 | ||
| Outflow to LWDD | G94A-C | 0 | 16.6 | 13.5 | ||
| Outflow to the East | S39 | 0 | 16.7 | 8.4 | ||
| WCA-2A | ||||||
| Inflow from STA-2 | G335 | 209 | 10.4 | 14.6 | ||
| Inflow from STA-2 | G436 | 203 | 10.5 | 14.6 | ||
| Inflow from STA-3/4 | S7 | 0 | 11.2 | 13.3 | ||
| S11A | 0 | 13.2 | 10.4 | |||
| Outflow to WCA-3A | S11B | 0 | 13.2 | 10.4 | ||
| S11C | 0 | 13.2 | 10.5 | |||
| Outflow to Broward County | S38 | 90 | 13.1 | 7.5 | ||
| WCA-3A | ||||||
| Inflow from STA-3/4 and 5 | S8 | 0 | 11.1 | 11.6 | ||
| S150 | 363 | 11.3 | 11.1 | |||
| Inflow from Broward | S9 | 89 | 4.5 | 10.2 | ||
| Inflow from the Western Basins | S140 | 0 | 10.5 | 10.8 | ||
| S190 | 0 | 15.3 | 10.9 | |||
| S344 | ||||||
| Outflow to BCNP | S343A | |||||
| S343B | ||||||
| S12A | 0 | 9.6 | 8.3 | |||
| S12B | 0 | 9.5 | 8.7 | |||
| Outflow to ENP | S12C | 472 | 9.5 | 9.5 | ||
| S12D | 684 | 9.5 | 9.5 | |||
| S333 | 912 | 9.5 | 8.5 | |||
| WCA-3B | ||||||
| Inflow from WCA-3A | S151 | 0 | 10.2 | 8.4 | ||
| Outflow to Biscayne Bay | S31 | 0 | 8.4 | 2.7 | ||
| Outflow to South Dade | S337 | 0 | 8.4 | 6.6 | ||
| South Dade County | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Upper L-31N | Site | (cfs) | Upstream | Downstream | ||
| WCA-3A into WCA-3B | S151 | 0 | 10.2 | 8.4 | ||
| WCA-3B into L30 | S337 | 0 | 8.4 | 6.6 | ||
| WCA-3A into Tamiami Canal | S333 | 912 | 9.5 | 8.5 | ||
| Tamiami Canal into L-31N | S334 | 0 | 8.3 | 5.6 | ||
| L-31N into Tamiami Canal | S356 | 265 | 5.6 | 8.3 | ||
| L-30 into L-31N | S335 | 264 | 6.6 | 5.7 | ||
| L-31N into Black Creek (C-1W) | S338 | 0 | 5.6 | 3.7 | ||
| L-31N west of Kendall | G211 | 400 | 5.6 | 4.3 | ||
| Former S-333 Trigger Well | G3273 | 7.51 | ||||
| Lower L-31N | ||||||
| L-31N at Richmond Drive | S331 | 436 | 4.3 | 4.6 | ||
| L-31N at Richmond Drive | S173 | 0 | 4.3 | 4.6 | ||
| Flow from 8.5 Sq Mile Area | S357 | 518 | 2.6 | 10.9 | ||
| L-31N into C-102 | S194 | 0 | 4.2 | 3.9 | ||
| L-31N into C-103 | S196 | 0 | 4.5 | 4.0 | ||
| L-31N into N. Detention Area | S332BN | 270 | 4.3 | 9.4 | ||
| L-31N into S. Detention Area | S332B | 268 | 4.3 | 6.7 | ||
| L-31N into S. Detention Area | S332C | 277 | 4.2 | 5.9 | ||
| L-31N into 332D Detention Area | S332D | 251 | 4.2 | 8.7 | ||
| S332D Detention Area to ENP | S328 | Open | 6.9 | 6.8 | ||
| S-331 Trigger Well (LASPAL) | LPC1 | 2.84 | ||||
| West of 8.5 SMA near LPG2 | ANGEL | 6.91 | ||||
| Groundwater East of S-331 | HUMBLE | 4.36 | ||||
| C-111 Canal | ||||||
| L-31N into C-111 | S176 | 0 | 4.2 | 3.1 | ||
| C-111 into Frog Pond DA | S200 | 224 | 2.9 | 8.9 | ||
| Frog Pond DA to Taylor Slough | G737 | Open | 5.7 | 5.9 | ||
| C-111 into Aerojet Canal | S199 | 224 | 2.8 | 8.5 | ||
| C-111 at Park Road | S177 | 0 | 3.1 | 2.5 | ||
| C-111E at Park Road | S178 | Open | -997.4 | 2.5 | ||
| C-111 South | S18C | 183 | 2.5 | 2.5 | ||
| C-111 Outlet | S197 | 0 | 2.5 | 1.6 | ||
| Southeast Coastal | (report) | Home | ||||
| Flow | Water Level (NGVD) | |||||
| Eastern Coastal Structures | Site | (cfs) | Upstream | Downstream | ||
| Fort Pierce | S99 | 0 | 22.3 | 12.0 | ||
| Stuart C-24 | S49 | 0 | 20.3 | 1.0 | ||
| Stuart C-23 | S97 | 0 | 22.7 | 8.0 | ||
| Stuart C-44 | S80 | 0 | 13.5 | 1.2 | ||
| Jupiter | S46 | 0 | 14.5 | 4.4 | ||
| G92 | 62 | 14.4 | 11.7 | |||
| LNHRT | 102 | 11.3 | 10.2 | |||
| Loxahatchee River | G160 | 0 | 16.5 | 14.4 | ||
| G161 | 0 | 18.4 | 16.5 | |||
| N. Palm Beach | S44 | 0 | 7.2 | 0.3 | ||
| West Palm Beach | S155 | 0 | 8.1 | 0.4 | ||
| Boynton Beach | S41 | 0 | 8.1 | 1.1 | ||
| Delray Beach | S40 | 0 | 8.2 | 0.6 | ||
| Boca Raton | G56 | 0 | 8.5 | 0.6 | ||
| G57 | 15 | 4.5 | 0.5 | |||
| Pompano Beach | S37A | 0 | 4.2 | 0.4 | ||
| S37B | 0 | 7.4 | 4.2 | |||
| Fort Lauderdale | S36 | 0 | 4.8 | 0.8 | ||
| S33 | 0 | 3.1 | 0.7 | |||
| G54 | 0 | 4.0 | 1.2 | |||
| S13 | 0 | 1.7 | 0.7 | |||
| North Miami | S29 | 0 | 2.5 | 0.9 | ||
| G58 | 76 | 2.0 | 2.0 | |||
| S28 | 0 | 2.1 | 0.8 | |||
| S27 | 380 | 1.6 | 0.9 | |||
| Miami | S26 | 0 | 2.6 | 0.7 | ||
| S25B | 0 | 2.9 | 0.7 | |||
| S25 | 0 | 2.3 | 0.7 | |||
| Coral Gables | G93 | 0 | 2.9 | 1.2 | ||
| Snapper Creek | S22 | 330 | 2.6 | 1.0 | ||
| S123 | 0 | 2.4 | 1.2 | |||
| S21 | 0 | 2.2 | 1.2 | |||
| Biscayne National Park | S21A | 342 | 1.6 | 1.3 | ||
| S20G | 0 | 2.1 | 1.6 | |||
| S20F | 670 | 1.7 | 1.4 | |||
| FP&L Mitigation Bank | S20 | 0 | 2.0 | 1.4 | ||
| Barnes Sound | S197 | 0 | 2.5 | 1.6 | ||
| L-8 / C-51 | Home | |||||
| Flow | Water Level (NGVD) | |||||
| L-8 Canal | Site | (cfs) | Upstream | Downstream | ||
| Outflow to West Palm Beach | CWPB2S | 0 | 13.2 | 18.4 | ||
| Outflow to EAA / STA 1W | S5AW | 0 | 13.3 | 10.3 | ||
| Outflow to WCA1 | S5AS | -639 | 13.3 | 16.0 | ||
| Outflow to C-51 | S5AE | 0 | 13.3 | 12.6 | ||
| Inflow from Lake Okeechobee | C10A | 3 | 14.3 | 13.1 | ||
| L-8 FEB Inflow | G538 | 0 | 13.2 | -18.9 | ||
| L-8 FEB Outflow | G539 | 0 | -18.9 | 12.4 | ||
| L-8 Divide Structure | G541 | Open | 13.1 | 13.2 | ||
| (L8 FEB Inflow and Stage) | ||||||
| C-51 Canal | ||||||
| Inflow from L-8 | S5AE | 0 | 13.3 | 12.6 | ||
| STA-1E Inflow | S319 | 0 | 12.7 | 18.6 | ||
| Divide at SR 7 | S155A | 0 | 12.5 | 8.0 | ||
| Outflow to Tide | S155 | 0 | 8.1 | 0.4 | ||
| St Lucie Estuary | Home | |||||
| Flow | Water Level (NGVD) | |||||
| C-44 Canal | Site | (cfs) | Upstream | Downstream | ||
| Inflow from Lake Okeechobee | S308 | 0 | 14.1 | 13.4 | ||
| Estuary Inflows | ||||||
| Ten Mile Creek to North Fork | GORDY | 85 | 10.1 | 2.0 | ||
| C-24 to North Fork | S49 | 0 | 20.3 | 1.0 | ||
| C-23 to Mid-Estuary | S97 | 0 | 22.7 | 8.0 | ||
| C-44 to South Fork | S80 | 0 | 13.5 | 1.2 | ||
| Salinity | (ppt) | |||||
| At Roosevelt Bridge | 16 | |||||
| At A1A Bridge | 28 | |||||
| MacVicar Consulting, Inc. | ||||||
