<--
eyeonlakeo.com |
|
S-71 Spillway on
Canal C-41 at Lake Okeechobee |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Daily Discharge For Spillway at S71 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Historical Annual Discharges |
|
|
|
|
|
|
Tip: To save a graph right-click |
|
|
|
|
|
|
|
|
|
1988 to 2023 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Source: SFWMD DBHydro |
|
eyeonlakeo.com |
Click for
DBHydro |
|
|
|
|
Flow in acre-feet |
Database Key 91668 | 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 |
|
1988 |
1,970.00 |
36 |
1,970 |
- |
1 |
2005 |
326,797 |
AL760 |
Kissimmee Restoration Project
- 3 Gate Structure Adj. To S65E |
|
1989 |
2,773.00 |
35 |
2,773 |
- |
2 |
2004 |
312,798 |
Inflow - Lake
Istokpoga\Indian Prarie |
|
1990 |
145,484.00 |
17 |
145,484 |
- |
3 |
1995 |
294,122 |
91668 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
1991 |
185,802.00 |
11 |
185,802 |
- |
4 |
2002 |
267,041 |
15633 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
|
1992 |
172,433.00 |
13 |
172,433 |
- |
5 |
1998 |
265,228 |
91675 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1993 |
50,809.00 |
32 |
50,809
|
- |
6 |
2008 |
261,178 |
15634 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1994 |
157,052.00 |
15 |
157,052 |
- |
7 |
2012 |
254,222 |
Inflow -
Fisheating Creek |
|
1995 |
294,122.00 |
3 |
294,122 |
- |
8 |
2003 |
240,264 |
WH036 |
Fisheating Creek at Lakeport, Fl |
|
1996 |
89,078.00 |
28 |
89,078
|
- |
9 |
2013 |
194,698 |
East - St.
Lucie Canal |
|
1997 |
125,409.00 |
19 |
125,409 |
- |
10 |
2001 |
186,853 |
DJ238 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1998 |
265,228.00 |
5 |
265,228 |
- |
11 |
1991 |
185,802 |
JW224 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1999 |
166,330.00 |
14 |
166,330 |
- |
12 |
2016 |
180,859 |
DJ239 |
S-308 Spillway and Sector Flow on St. Lucie Canal at Lake Okeechobee |
|
2000 |
28,249.00 |
34 |
28,249
|
- |
13 |
1992 |
172,433 |
15626 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
2001 |
186,853.00 |
10 |
186,853 |
- |
14 |
1999 |
166,330 |
00277 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
2002 |
267,041.00 |
4 |
267,041 |
- |
15 |
1994 |
157,052 |
East - St.
Lucie Watershed |
|
2003 |
240,264.00 |
8 |
240,264 |
- |
16 |
2017 |
147,880 |
91690 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
2004 |
312,798.00 |
2 |
312,798 |
- |
17 |
1990 |
145,484 |
JW225 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
2005 |
326,797.00 |
1 |
326,797 |
- |
18 |
2014 |
133,869 |
91607 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
2006 |
106,822.00 |
22 |
106,822 |
- |
19 |
1997 |
125,409 |
JW223 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
2007 |
35,355.00 |
33 |
35,355
|
- |
20 |
2020 |
118,606 |
91295 |
Gordy Rd. Bridge N St. Lucie Water Ctl Dist. Structure 71-1 |
|
2008 |
261,178.00 |
6 |
261,178 |
- |
21 |
2009 |
114,601 |
Southeast - L-8
Canal |
|
2009 |
114,601.00 |
21 |
114,601 |
- |
22 |
2006 |
106,822 |
02855 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
2010 |
92,186.00 |
26 |
92,186
|
- |
23 |
2018 |
106,338 |
15044 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
2011 |
93,090.00 |
25 |
93,090
|
- |
24 |
2021 |
102,645 |
65409 |
S271 Culvert |
|
2012 |
254,222.00 |
7 |
254,222 |
- |
25 |
2011 |
93,090 |
West -
Caloosahatchee |
|
2013 |
194,698.00 |
9 |
194,698 |
- |
26 |
2010 |
92,186 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ237 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
|
133,869.00 |
18 |
133,869 |
- |
27 |
2015 |
91,117 |
|
|
|
|
|
|
|
|
|
|
|
|
|
AN851 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
2015 |
91,117.00 |
27 |
91,117
|
- |
28 |
1996 |
89,078 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ235 |
S-77 Spillway and Sector Gate (Lock) on Caloosahatchee Riv. at Lake Okeechobee |
|
2016 |
180,859.00 |
12 |
180,859 |
- |
29 |
2019 |
78,024 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15635 |
S-77 Caloosahatchee River at Lake Okeechobee Downstream Of S-77 |
|
2017 |
147,880.00 |
16 |
147,880 |
- |
30 |
2022 |
77,588 |
|
|
|
|
|
|
|
|
|
|
|
|
|
South |
|
|
2018 |
106,338.00 |
23 |
106,338 |
- |
31 |
2023 |
71,879 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Inflow - Pumps |
|
2019 |
78,024.00 |
29 |
78,024
|
- |
32 |
1993 |
50,809 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91473 |
S-2 Pump From Hillsboro & N.N.R. To Lake Okeechobee |
2020 |
118,606.00 |
20 |
118,606 |
- |
33 |
2007 |
35,355 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15021 |
N New River Ca at S-2 and S351 Nr South Bay Fl (Combined Flows) |
2021 |
102,645.00 |
24 |
102,645 |
- |
34 |
2000 |
28,249 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91599 |
Miami Canal at S-3 Pump at Lake Harbor, Fla |
2022 |
77,588.00 |
30 |
77,588
|
- |
35 |
1989 |
2,773 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15018 |
Miami Canal at Hgs-3 and S-3 at Lake Harbor, Fla |
2023 |
71,879.00 |
31 |
71,879
|
- |
36 |
1988 |
1,970 |
|
|
|
|
|
|
|
|
|
|
|
|
|
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 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|