| Current South Florida Water Management Status |
Jump to |
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L Okee |
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U Kiss |
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WCA |
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S Dade |
| Page Last Updated: |
9/11/2026 12:43 PM |
|
Coastal |
| Source Data Update: |
9/11/2026 11:42 AM |
|
L8 |
|
Lake Stage with LOSOM |
|
SL Estuary |
| Today's Lake Stage:
11.30 |
1 Year |
3 Year |
|
Charts |
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|
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 |
0 |
11.2 |
10.6 |
| WPB Canal |
S352 |
0 |
11.3 |
10.2 |
| Miami Canal |
S354 |
0 |
11.3 |
11.7 |
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| Inflow from A1 FEB |
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| A1 FEB to NNR Canal |
G722 |
302 |
13.8 |
10.6 |
| A1 FEB Stage |
A1FEBNE |
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13.8 |
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| Inflow from C-139 Basin |
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| L1 East |
G136 |
151 |
15.7 |
11.0 |
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| Internal |
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| Ocean Canal E of
Gladeview |
G341 |
Open |
10.5 |
10.3 |
| Bolles Canal East |
BLSE |
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10.6 |
| Bolles Canal West |
BLSW |
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11.3 |
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| Outflow to WCA's / STA's |
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(STA report) |
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| WPB Canal |
S5A |
855 |
10.0 |
15.9 |
| L8 to C51 |
S5AE |
0 |
15.8 |
10.4 |
| Hillsboro Canal to STA-2 |
S6 |
984 |
10.5 |
15.5 |
| Hillsboro Canal to STA
Diversion |
G339 |
0 |
15.5 |
16.1 |
| NNR Canal to STA-2 |
G434 |
0 |
10.6 |
15.3 |
| NNR Canal to STA-2 |
G435 |
0 |
10.6 |
12.2 |
| NNR Canal to A1
FEB/STA-3/4 |
G370 |
970 |
10.5 |
14.1 |
| NNR Canal to STA
Diversion |
G371 |
0 |
10.6 |
10.0 |
| NNR Canal |
S150 |
#REF! |
10.1 |
10.6 |
| Miami Canal to A1
FEB/STA-3/4 |
G372 |
2012 |
11.0 |
14.6 |
| Miami Canal to A2 STA |
S640 |
0 |
11.4 |
6.8 |
| Miami Canal to STA
Diversion |
G373 |
0 |
10.9 |
9.8 |
| Miami Canal to Holy Land
WMA |
G200 |
0 |
9.8 |
22.8 |
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| Outflow to the Lake |
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| Hillsboro / NNR Canal |
S2 |
0 |
10.6 |
11.2 |
| Miami
Canal |
S3 |
0 |
11.7 |
11.3 |
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| Lake
Okeechobee Area |
(report) |
(Satellite) |
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Home |
|
One Year Graph |
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| Today's Lake Stage:
11.30 |
Lake Stage with LOSOM |
2 Week Graph |
7 Station 30 Day |
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Flow |
Water Level (NGVD) |
| Inflow |
Site |
(cfs) |
Upstream |
Downstream |
| Kissimmee River |
S65E |
332 |
20.9 |
11.3 |
| Taylor Creek/Nubbin
Slough |
S191 |
0 |
18.6 |
11.3 |
| Harney Pond Canal (C-41) |
S71 |
0 |
19.8 |
11.2 |
| Indian Prairie Canal
(C-40) |
S72 |
0 |
21.1 |
12.3 |
| Slough Ditch (C-41A) |
S84 |
5 |
25.1 |
11.4 |
| Fisheating Creek at
Lakeport |
FISHLPL |
572 |
14.1 |
| Clewiston Area |
S4 |
0 |
11.9 |
11.3 |
| Hillsboro /
North New River |
S2 |
0 |
10.6 |
11.2 |
| Miami Canal |
S3 |
0 |
11.7 |
11.3 |
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| Outflow |
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| Hillsboro/North New
River |
S351 |
0 |
11.2 |
10.6 |
| West Palm Beach Canal |
S352 |
0 |
11.3 |
10.2 |
| Miami Canal |
S354 |
0 |
11.3 |
11.7 |
| L-8 Canal |
S271 |
-386 |
11.3 |
11.5 |
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| St. Lucie Canal |
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| Lake to Canal |
S308 |
0 |
#VALUE! |
#VALUE! |
| Canal to Tide |
S80 |
0 |
#VALUE! |
#VALUE! |
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| Caloosahatchee River |
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| Moore Haven Lock |
S77 |
0 |
#VALUE! |
#VALUE! |
| Ortona Lock |
S78 |
1104 |
#VALUE! |
#VALUE! |
| Franklin Lock |
S79 |
8208 |
#VALUE! |
#VALUE! |
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| Upstream Tributaries |
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| Lake Kissimmee |
S65 |
98 |
49.7 |
46.5 |
| Lake Istokpoga |
S68 |
0 |
38.7 |
32.1 |
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| Upper
Kissimmee Lakes |
(report) |
(pdsi) |
|
Home |
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Flow |
Water Level (NGVD) |
| Lakes Hart and Mary Jane |
Site |
(cfs) |
Upstream |
Downstream |
| Lake Mary Jane
Inflow |
S57 |
0 |
60.7 |
60.1 |
| S58 |
0 |
62.9 |
60.7 |
| Lake Hart Outflow to
C-29A |
S62 |
39 |
60.1 |
56.9 |
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| East Lake Tohopekaliga |
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| Inflow from Lake Hart |
S62 |
39 |
60.1 |
56.9 |
| Outflow to C-31 |
S59 |
174 |
56.8 |
54.0 |
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| Lake Tohopekaliga |
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| Inflow from E. Lake Toho |
S59 |
174 |
56.8 |
54.0 |
| Outflow to C-35 |
S61 |
489 |
53.8 |
49.8 |
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| Aligator Lake |
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| Outflow to C-33 |
S60 |
0 |
62.9 |
61.0 |
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| Lake Gentry |
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| Inflow from Aligator
Lake |
S60 |
0 |
62.9 |
61.0 |
| Outflow to C-34 |
S63 |
20 |
61.1 |
57.0 |
| Outflow to Cypress Lake |
S63A |
0 |
57.1 |
49.8 |
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| Cypress Lake |
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| Inflow from Lake Toho |
S61 |
489 |
53.8 |
49.8 |
| Inflow from C-34 |
S63A |
0 |
57.1 |
49.8 |
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| Lake Kissimmee |
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| Outflow
to C-38 |
S65 |
98 |
49.7 |
46.5 |
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| Water
Conservation Areas |
(#1 report) |
(#2 report) |
(#3 report) |
Home |
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Flow |
Water Level (NGVD) |
| WCA-1 |
Site |
(cfs) |
Upstream |
Downstream |
| Inflow From STA-1W |
G310 |
89 |
9.0 |
16.5 |
| Inflow From STA-1E |
S362 |
551 |
11.1 |
16.5 |
| STA Bypass East |
G300 |
0 |
15.6 |
16.5 |
| STA Bypass West |
G301 |
0 |
16.0 |
16.6 |
|
S10A |
0 |
16.5 |
12.5 |
| Outflow to WCA-2A |
S10C |
0 |
16.5 |
12.5 |
|
S10D |
0 |
16.5 |
12.5 |
| Outflow to L-8 |
S5AS |
863 |
15.7 |
15.8 |
| Outflow to LWDD |
G94A-C |
0 |
16.5 |
12.6 |
| Outflow to the
East |
S39 |
0 |
16.6 |
8.4 |
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| WCA-2A |
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| Inflow from STA-2 |
G335 |
2161 |
9.7 |
16.3 |
| Inflow from STA-2 |
G436 |
0 |
9.8 |
16.4 |
| Outflow to
WCA-3A |
S7 |
0 |
9.9 |
14.6 |
| S11A |
0 |
12.8 |
8.3 |
| S11B |
0 |
12.8 |
8.3 |
| S11C |
0 |
12.8 |
8.3 |
| Outflow to Broward
County |
S38 |
0 |
12.8 |
6.9 |
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| WCA-3A |
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| Inflow from
STA-3/4 and 5 |
S8 |
1041 |
9.8 |
13.1 |
| S150 |
0 |
10.1 |
10.6 |
| Inflow from Broward |
S9 |
920 |
2.7 |
8.3 |
| Inflow from the
Western Basins |
S140 |
976 |
10.0 |
12.0 |
| S190 |
147 |
15.7 |
11.2 |
|
S344 |
0 |
11.3 |
11.3 |
| Outflow to BCNP |
S343A |
0 |
8.1 |
8.9 |
|
S343B |
0 |
8.0 |
8.6 |
|
S12A |
0 |
8.0 |
7.8 |
|
S12B |
0 |
8.0 |
7.9 |
| Outflow to ENP |
S12C |
0 |
7.9 |
7.8 |
|
S12D |
48 |
7.8 |
7.8 |
|
S333 |
455 |
8.0 |
7.4 |
|
S333N |
49 |
8.0 |
7.4 |
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| WCA-3B |
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| Inflow from WCA-3A |
S151 |
0 |
8.4 |
7.4 |
| Outflow to Biscayne Bay |
S31 |
0 |
6.8 |
3.1 |
| Outflow to South Dade |
S337 |
0 |
6.8 |
6.2 |
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| South Dade County |
(report) |
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Home |
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Flow |
Water Level (NGVD) |
| Upper L-31N |
Site |
(cfs) |
Upstream |
Downstream |
| WCA-3A into WCA-3B |
S151 |
0 |
8.4 |
7.4 |
| WCA-3B into L30 |
S337 |
0 |
6.8 |
6.2 |
| WCA-3A into
Tamiami Canal |
S333 |
455 |
8.0 |
7.4 |
| S333N |
49 |
8.0 |
7.4 |
| Tamiami Canal into L-31N |
S334 |
0 |
7.3 |
5.6 |
| L-31N into Tamiami Canal |
S356 |
133 |
5.6 |
7.3 |
| L-30 into L-31N |
S335 |
0 |
6.3 |
5.6 |
| L-31N into Black Creek
(C-1W) |
S338 |
18 |
5.7 |
4.6 |
| L-31N west of Kendall |
G211 |
0 |
5.7 |
4.4 |
| Former S-333 Trigger
Well |
G3273 |
|
6.91 |
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| Lower L-31N |
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| L-31N at Richmond Drive |
S331 |
0 |
4.4 |
4.2 |
| L-31N at Richmond Drive |
S173 |
0 |
4.4 |
4.2 |
| Flow from 8.5 Sq Mile
Area |
S357 |
0 |
4.8 |
4.8 |
| L-31N into C-102 |
S194 |
0 |
4.4 |
4.4 |
| L-31N into C-103 |
S196 |
0 |
5.9 |
4.3 |
| L-31N into N. Detention
Area |
S332BN |
0 |
4.3 |
4.6 |
| L-31N into S. Detention
Area |
S332B |
0 |
4.1 |
8.9 |
| L-31N into S. Detention
Area |
S332C |
0 |
4.0 |
8.9 |
| L-31N into 332D
Detention Area |
S332D |
568 |
3.8 |
8.9 |
| S332D Detention Area to
ENP |
S328 |
Open |
6.4 |
6.1 |
| S-331 Trigger Well (LASPAL) |
LPC1 |
|
-11.76 |
| West of 8.5 SMA near
LPG2 |
ANGEL |
|
6.77 |
| Groundwater East of
S-331 |
HUMBLE |
|
4.29 |
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| C-111 Canal |
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| L-31N into C-111 |
S176 |
0 |
3.8 |
3.3 |
| C-111
into Frog Pond DA |
S200 |
294 |
2.9 |
9.9 |
| Frog Pond DA to Taylor
Slough |
G737 |
Open |
6.0 |
6.0 |
| C-111 into Aerojet Canal |
S199 |
152 |
3.2 |
7.6 |
| C-111 at Park Road |
S177 |
0 |
3.3 |
2.5 |
| C-111E at Park Road |
S178 |
Open |
2.6 |
2.6 |
| L-31W West Side of Frog Pond |
S175 |
#REF! |
5.8 |
3.7 |
| C-111 South |
S18C |
Open |
2.5 |
2.5 |
| C-111 Outlet |
S197 |
0 |
4.1 |
3.6 |
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| Southeast Coastal |
(report) |
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Home |
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Flow |
Water Level (NGVD) |
| Eastern Coastal
Structures |
Site |
(cfs) |
Upstream |
Downstream |
| Fort Pierce |
S99 |
195 |
19.4 |
12.6 |
| Stuart C-24 |
S49 |
387 |
19.6 |
2.2 |
| Stuart C-23 |
S97 |
0 |
22.0 |
8.0 |
| Stuart C-44 |
S80 |
0 |
13.6 |
1.5 |
| Jupiter |
S46 |
1 |
14.7 |
4.4 |
| G92 |
164 |
14.7 |
13.3 |
|
LNHRT |
223 |
12.1 |
12.1 |
| Loxahatchee River |
G160 |
48 |
16.6 |
14.7 |
|
G161 |
0 |
17.6 |
9.5 |
| N. Palm Beach |
S44 |
122 |
7.1 |
2.2 |
| West Palm Beach |
S155 |
1193 |
8.7 |
2.1 |
| Boynton Beach |
S41 |
581 |
8.5 |
2.0 |
| Delray Beach |
S40 |
309 |
8.5 |
2.7 |
| Boca Raton |
G56 |
297 |
7.9 |
2.3 |
|
G57 |
146 |
4.3 |
2.1 |
| Pompano Beach |
S37A |
0 |
4.0 |
2.2 |
|
S37B |
0 |
6.9 |
4.0 |
| Fort
Lauderdale |
S36 |
476 |
4.2 |
3.1 |
| S33 |
288 |
3.5 |
2.9 |
| G54 |
529 |
3.8 |
2.9 |
| S13 |
388 |
1.5 |
2.7 |
| North Miami |
S29 |
0 |
2.6 |
2.6 |
| G58 |
76 |
Unavailable |
Unavailable |
|
S28 |
0 |
2.2 |
2.4 |
|
S27 |
0 |
2.5 |
2.2 |
| Miami |
S26 |
0 |
2.8 |
2.1 |
|
S25B |
0 |
2.8 |
2.1 |
|
S25 |
124 |
2.4 |
2.1 |
| Coral Gables |
G93 |
0 |
3.1 |
2.2 |
| Snapper
Creek |
S22 |
474 |
2.7 |
2.1 |
|
S123 |
0 |
3.1 |
2.1 |
|
S21 |
0 |
2.3 |
2.2 |
| Biscayne National Park |
S21A |
0 |
2.4 |
2.3 |
|
S20G |
0 |
-7.0 |
-6.0 |
|
S20F |
0 |
1.2 |
0.5 |
| FP&L Mitigation Bank |
S20 |
0 |
2.2 |
1.7 |
| Barnes Sound |
S197 |
0 |
4.1 |
3.6 |
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| L-8 / C-51 |
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Home |
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|
Flow |
Water Level (NGVD) |
| L-8 Canal |
Site |
(cfs) |
Upstream |
Downstream |
| Outflow to West Palm
Beach |
CWPB2S |
181 |
15.4 |
19.2 |
| Outflow to EAA / STA 1W |
S5AW |
0 |
15.7 |
10.0 |
| Outflow to WCA1 |
S5AS |
-863 |
15.7 |
15.8 |
| Outflow to C-51 |
S5AE |
0 |
15.8 |
10.4 |
| Inflow from Lake
Okeechobee |
S271 |
-386 |
11.3 |
11.5 |
| L-8 FEB Inflow |
G538 |
0 |
15.8 |
-1.9 |
| L-8 FEB Outflow |
G539 |
0 |
-1.9 |
15.8 |
| L-8 Divide Structure |
G541 |
-759 |
15.4 |
15.7 |
| (L8 FEB Inflow and Stage) |
|
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| C-51
Canal |
|
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|
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| Inflow from L-8 |
S5AE |
0 |
15.8 |
10.4 |
| STA-1E Inflow |
S319 |
1097 |
10.6 |
20.3 |
| Divide at SR 7 |
S155A |
0 |
11.0 |
9.0 |
| Outflow to Tide |
S155 |
1193 |
8.7 |
2.1 |
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| St Lucie Estuary |
|
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|
Home |
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|
Flow |
Water Level (NGVD) |
| C-44 Canal |
Site |
(cfs) |
Upstream |
Downstream |
| Inflow from Lake
Okeechobee |
S308 |
0 |
11.2 |
14.1 |
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| Estuary Inflows |
|
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| Ten Mile Creek to North
Fork |
GORDY |
111 |
1.5 |
3.2 |
| C-24 to North Fork |
S49 |
387 |
19.6 |
2.2 |
| C-23 to Mid-Estuary |
S97 |
0 |
22.0 |
8.0 |
| C-44 to South Fork |
S80 |
0 |
13.6 |
1.5 |
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| Salinity |
|
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| At Roosevelt Bridge |
2277100 |
<Follow
links for latest values |
| At A1A Bridge |
2277110 |
| MacVicar Consulting, Inc. |
|
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