<--
eyeonlakeo.com |
|
Spillway W/2
Gates on Lake Okeechobee at Miami Canal |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Daily Discharge For Spillway at S354 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Historical Annual Discharges |
|
|
|
|
|
|
Tip: To save a graph right-click |
|
|
|
|
|
|
|
|
|
1990 to 2023 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Source: SFWMD DBHydro |
|
eyeonlakeo.com |
Click for
DBHydro |
|
|
|
|
Flow in acre-feet |
Database Key 91513 | Last date of data: 8/19/2023 |
Click for Map |
Jump to Other
Stations/DBKeys |
|
Chronological |
Rank |
Inflow -
Kissimmee Basin |
|
Year |
Net
Discharges |
Rank |
Downstream |
Upstream |
Rank |
Year |
Net
Discharges |
91651 |
S-65C Spillway on Canal C-38 |
Year |
NetDischarges |
Rank |
Downstream |
Upstream |
Rank2 |
Year2 |
NetDischarges2 |
91656 |
S-65E Spillway/Lock on C-38 at Lake Okeechobee |
|
1990 |
25,644.00 |
32 |
26,327
|
(682) |
1 |
2014 |
369,103 |
AL760 |
Kissimmee Restoration Project
- 3 Gate Structure Adj. To S65E |
|
1991 |
39,243.00 |
31 |
39,243
|
- |
2 |
2018 |
368,240 |
Inflow - Lake
Istokpoga\Indian Prarie |
|
1992 |
252,453.00 |
6 |
252,453 |
- |
3 |
1993 |
345,034 |
91668 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
1993 |
345,034.00 |
3 |
345,034 |
- |
4 |
2015 |
339,962 |
15633 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
|
1994 |
64,937.00 |
26 |
64,937
|
- |
5 |
2016 |
262,503 |
91675 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1995 |
54,639.00 |
29 |
54,639
|
- |
6 |
1992 |
252,453 |
15634 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1996 |
112,755.00 |
18 |
112,755 |
- |
7 |
2019 |
226,108 |
Inflow -
Fisheating Creek |
|
1997 |
72,597.00 |
25 |
72,597
|
- |
8 |
2006 |
201,368 |
WH036 |
Fisheating Creek at Lakeport, Fl |
|
1998 |
184,551.00 |
11 |
184,551 |
- |
9 |
2021 |
191,975 |
East - St.
Lucie Canal |
|
1999 |
112,717.00 |
19 |
112,717 |
- |
10 |
2004 |
186,100 |
DJ238 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
2000 |
184,412.00 |
12 |
184,572 |
(161) |
11 |
1998 |
184,551 |
JW224 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
2001 |
14,372.00 |
34 |
14,372
|
- |
12 |
2000 |
184,412 |
DJ239 |
S-308 Spillway and Sector Flow on St. Lucie Canal at Lake Okeechobee |
|
2002 |
101,409.00 |
22 |
101,459 |
(50) |
13 |
2013 |
183,356 |
15626 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
2003 |
62,476.00 |
27 |
62,476
|
- |
14 |
2017 |
179,070 |
00277 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
2004 |
186,100.00 |
10 |
186,100 |
- |
15 |
2009 |
171,991 |
East - St.
Lucie Watershed |
|
2005 |
107,522.00 |
20 |
107,522 |
- |
16 |
2020 |
170,301 |
91690 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
2006 |
201,368.00 |
8 |
201,368 |
- |
17 |
2011 |
164,287 |
JW225 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
2007 |
56,963.00 |
28 |
57,199
|
(236) |
18 |
1996 |
112,755 |
91607 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
2008 |
15,911.00 |
33 |
15,911
|
- |
19 |
1999 |
112,717 |
JW223 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
2009 |
171,991.00 |
15 |
171,991 |
- |
20 |
2005 |
107,522 |
91295 |
Gordy Rd. Bridge N St. Lucie Water Ctl Dist. Structure 71-1 |
|
2010 |
83,978.00 |
24 |
83,978
|
- |
21 |
2012 |
102,607 |
Southeast - L-8
Canal |
|
2011 |
164,287.00 |
17 |
164,287 |
- |
22 |
2002 |
101,409 |
02855 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
2012 |
102,607.00 |
21 |
102,607 |
- |
23 |
2022 |
87,297 |
15044 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
2013 |
183,356.00 |
13 |
183,356 |
- |
24 |
2010 |
83,978 |
65409 |
S271 Culvert |
|
2014 |
369,103.00 |
1 |
369,103 |
- |
25 |
1997 |
72,597 |
West -
Caloosahatchee |
|
2015 |
339,962.00 |
4 |
339,962 |
- |
26 |
1994 |
64,937 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ237 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
|
262,503.00 |
5 |
262,503 |
- |
27 |
2003 |
62,476 |
|
|
|
|
|
|
|
|
|
|
|
|
|
AN851 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
2017 |
179,070.00 |
14 |
186,772 |
(7,702) |
28 |
2007 |
56,963 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ235 |
S-77 Spillway and Sector Gate (Lock) on Caloosahatchee Riv. at Lake Okeechobee |
|
2018 |
368,240.00 |
2 |
368,240 |
- |
29 |
1995 |
54,639 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15635 |
S-77 Caloosahatchee River at Lake Okeechobee Downstream Of S-77 |
|
2019 |
226,108.00 |
7 |
226,108 |
- |
30 |
2023 |
49,081 |
|
|
|
|
|
|
|
|
|
|
|
|
|
South |
|
|
2020 |
170,301.00 |
16 |
170,301 |
- |
31 |
1991 |
39,243 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Inflow - Pumps |
|
2021 |
191,975.00 |
9 |
191,975 |
- |
32 |
1990 |
25,644 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91473 |
S-2 Pump From Hillsboro & N.N.R. To Lake Okeechobee |
2022 |
87,297.00 |
23 |
87,646
|
(349) |
33 |
2008 |
15,911 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15021 |
N New River Ca at S-2 and S351 Nr South Bay Fl (Combined Flows) |
2023 |
49,081.00 |
30 |
49,081
|
- |
34 |
2001 |
14,372 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91599 |
Miami Canal at S-3 Pump at Lake Harbor, Fla |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15018 |
Miami Canal at Hgs-3 and S-3 at Lake Harbor, Fla |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91608 |
S-4 Pump From Ld-1 & Canal C-20 To Lake
Okeechobee |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15630 |
S-4 Pump From Ld-1 & Canal C-20 To Lake
Okeechobee |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Outflow to EAA |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91508 |
S-351 Spillway on L. Okee. To Hillsboro Canal |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91509 |
Temporary Pumps at S351 Spillway |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91510 |
S-352 Spillway on L. Okee. To W.P.B. Canal |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91511 |
Temporary Pumps at S352 Spillway |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91513 |
Spillway W/2 Gates on Lake Okeechobee at Miami Canal |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91514 |
Temporary Pumps at S354 Spillway |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91476 |
S319 Pump Station |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TP366 |
S319 Pump Station |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1W |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90941 |
G302 Sta1W Inflow & Distribution Works Inflow
Control |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
JW221 |
G302 Sta1W Inflow & Distribution Works Inflow
Control |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
WCAs |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Everglades |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|