<--
eyeonlakeo.com |
|
S-49 Spillway on
Canal C-24 Near Florida Turnpike |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Daily Discharge For Spillway at S49 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Historical Annual Discharges |
|
|
|
|
|
|
Tip: To save a graph right-click |
|
|
|
|
|
|
|
|
|
1961 to 2023 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Source: SFWMD DBHydro |
|
eyeonlakeo.com |
Click for
DBHydro |
|
|
|
|
Flow in acre-feet |
Database Key 91607 | 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 |
|
1961 |
- |
63 |
- |
- |
1 |
1969 |
282,500 |
AL760 |
Kissimmee Restoration Project
- 3 Gate Structure Adj. To S65E |
|
1962 |
139,855.00 |
22 |
139,855 |
- |
2 |
1982 |
261,646 |
Inflow - Lake
Istokpoga\Indian Prarie |
|
1963 |
17,449.00 |
62 |
17,449
|
- |
3 |
1994 |
251,493 |
91668 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
1964 |
92,442.00 |
42 |
92,442
|
- |
4 |
2005 |
249,180 |
15633 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
|
1965 |
43,527.00 |
58 |
43,527
|
- |
5 |
1995 |
248,063 |
91675 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1966 |
134,055.00 |
25 |
134,055 |
- |
6 |
2017 |
215,711 |
15634 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1967 |
46,042.00 |
56 |
46,042
|
- |
7 |
2004 |
200,833 |
Inflow -
Fisheating Creek |
|
1968 |
163,579.00 |
17 |
163,579 |
- |
8 |
2020 |
195,190 |
WH036 |
Fisheating Creek at Lakeport, Fl |
|
1969 |
282,500.00 |
1 |
282,500 |
- |
9 |
1979 |
191,780 |
East - St.
Lucie Canal |
|
1970 |
165,733.00 |
15 |
165,733 |
- |
10 |
1999 |
187,351 |
DJ238 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1971 |
87,969.00 |
45 |
87,969
|
- |
11 |
1983 |
187,109 |
JW224 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1972 |
72,593.00 |
49 |
72,593
|
- |
12 |
1991 |
180,080 |
DJ239 |
S-308 Spillway and Sector Flow on St. Lucie Canal at Lake Okeechobee |
|
1973 |
114,689.00 |
31 |
114,689 |
- |
13 |
2001 |
173,326 |
15626 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
1974 |
127,849.00 |
27 |
127,849 |
- |
14 |
1993 |
171,448 |
00277 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
1975 |
92,519.00 |
41 |
92,519
|
- |
15 |
1970 |
165,733 |
East - St.
Lucie Watershed |
|
1976 |
111,321.00 |
33 |
111,321 |
- |
16 |
1998 |
165,027 |
91690 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
1977 |
70,134.00 |
50 |
70,134
|
- |
17 |
1968 |
163,579 |
JW225 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
1978 |
83,711.00 |
46 |
83,711
|
- |
18 |
2016 |
163,046 |
91607 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
1979 |
191,780.00 |
9 |
191,780 |
- |
19 |
2003 |
141,856 |
JW223 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
1980 |
43,160.00 |
60 |
43,160
|
- |
20 |
1992 |
141,479 |
91295 |
Gordy Rd. Bridge N St. Lucie Water Ctl Dist. Structure 71-1 |
|
1981 |
56,753.00 |
52 |
56,753
|
- |
21 |
1985 |
140,839 |
Southeast - L-8
Canal |
|
1982 |
261,646.00 |
2 |
261,646 |
- |
22 |
1962 |
139,855 |
02855 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
1983 |
187,109.00 |
11 |
187,109 |
- |
23 |
1997 |
138,939 |
15044 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
1984 |
119,399.00 |
30 |
119,399 |
- |
24 |
2002 |
134,069 |
65409 |
S271 Culvert |
|
1985 |
140,839.00 |
21 |
140,839 |
- |
25 |
1966 |
134,055 |
West -
Caloosahatchee |
|
1986 |
112,767.00 |
32 |
112,767 |
- |
26 |
2008 |
130,874 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ237 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
1987 |
99,307.00 |
37 |
99,307
|
- |
27 |
1974 |
127,849 |
|
|
|
|
|
|
|
|
|
|
|
|
|
AN851 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
1988 |
47,508.00 |
55 |
47,508
|
- |
28 |
1990 |
122,021 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ235 |
S-77 Spillway and Sector Gate (Lock) on Caloosahatchee Riv. at Lake Okeechobee |
|
1989 |
54,667.00 |
53 |
54,667
|
- |
29 |
2011 |
120,292 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15635 |
S-77 Caloosahatchee River at Lake Okeechobee Downstream Of S-77 |
|
1990 |
122,021.00 |
28 |
122,021 |
- |
30 |
1984 |
119,399 |
|
|
|
|
|
|
|
|
|
|
|
|
|
South |
|
|
1991 |
180,080.00 |
12 |
180,080 |
- |
31 |
1973 |
114,689 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Inflow - Pumps |
|
1992 |
141,479.00 |
20 |
141,479 |
- |
32 |
1986 |
112,767 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91473 |
S-2 Pump From Hillsboro & N.N.R. To Lake Okeechobee |
1993 |
171,448.00 |
14 |
171,448 |
- |
33 |
1976 |
111,321 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15021 |
N New River Ca at S-2 and S351 Nr South Bay Fl (Combined Flows) |
1994 |
251,493.00 |
3 |
251,493 |
- |
34 |
2022 |
108,326 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91599 |
Miami Canal at S-3 Pump at Lake Harbor, Fla |
1995 |
248,063.00 |
5 |
248,063 |
- |
35 |
2012 |
105,438 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15018 |
Miami Canal at Hgs-3 and S-3 at Lake Harbor, Fla |
1996 |
93,323.00 |
39 |
93,323
|
- |
36 |
2009 |
102,690 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91608 |
S-4 Pump From Ld-1 & Canal C-20 To Lake Okeechobee |
1997 |
138,939.00 |
23 |
138,939 |
- |
37 |
1987 |
99,307 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15630 |
S-4 Pump From Ld-1 & Canal C-20 To Lake Okeechobee |
1998 |
165,027.00 |
16 |
165,027 |
- |
38 |
2007 |
95,139 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Outflow to EAA |
|
1999 |
187,351.00 |
10 |
187,351 |
- |
39 |
1996 |
93,323 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91508 |
S-351 Spillway on L. Okee. To Hillsboro Canal |
2000 |
43,254.00 |
59 |
43,254
|
- |
40 |
2015 |
93,096 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91509 |
Temporary Pumps at S351 Spillway |
2001 |
173,326.00 |
13 |
173,326 |
- |
41 |
1975 |
92,519 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91510 |
S-352 Spillway on L. Okee. To W.P.B. Canal |
2002 |
134,069.00 |
24 |
134,069 |
- |
42 |
1964 |
92,442 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91511 |
Temporary Pumps at S352 Spillway |
2003 |
141,856.00 |
19 |
141,856 |
- |
43 |
2014 |
92,027 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91513 |
Spillway W/2 Gates on Lake Okeechobee at Miami Canal |
2004 |
200,833.00 |
7 |
200,833 |
- |
44 |
2021 |
89,699 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91514 |
Temporary Pumps at S354 Spillway |
2005 |
249,180.00 |
4 |
249,180 |
- |
45 |
1971 |
87,969 |
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1E |
|
|
2006 |
43,156.00 |
61 |
43,156
|
- |
46 |
1978 |
83,711 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91476 |
S319 Pump Station |
|
2007 |
95,139.00 |
38 |
95,139
|
- |
47 |
2013 |
80,831 |
|
|
|
|
|
|
|
|
|
|
|
|
|
TP366 |
S319 Pump Station |
|
2008 |
130,874.00 |
26 |
130,874 |
- |
48 |
2018 |
79,454 |
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1W |
|
|
2009 |
102,690.00 |
36 |
102,690 |
- |
49 |
1972 |
72,593 |
|
|
|
|
|
|
|
|
|
|
|
|
|
90941 |
G302 Sta1W Inflow & Distribution Works Inflow Control |
2010 |
45,420.00 |
57 |
45,420
|
- |
50 |
1977 |
70,134 |
|
|
|
|
|
|
|
|
|
|
|
|
|
JW221 |
G302 Sta1W Inflow & Distribution Works Inflow Control |
2011 |
120,292.00 |
29 |
120,292 |
- |
51 |
2023 |
63,497 |
|
|
|
|
|
|
|
|
|
|
|
|
|
WCAs |
|
|
2012 |
105,438.00 |
35 |
105,438 |
- |
52 |
1981 |
56,753 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Everglades |
|
|
2013 |
80,831.00 |
47 |
80,831
|
- |
53 |
1989 |
54,667 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2014 |
92,027.00 |
43 |
92,027
|
- |
54 |
2019 |
53,665 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2015 |
93,096.00 |
40 |
93,096
|
- |
55 |
1988 |
47,508 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2016 |
163,046.00 |
18 |
163,046 |
- |
56 |
1967 |
46,042 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2017 |
215,711.00 |
6 |
215,711 |
- |
57 |
2010 |
45,420 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2018 |
79,454.00 |
48 |
79,454
|
- |
58 |
1965 |
43,527 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2019 |
53,665.00 |
54 |
53,665
|
- |
59 |
2000 |
43,254 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
195,190.00 |
8 |
195,190 |
- |
60 |
1980 |
43,160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2021 |
89,699.00 |
44 |
89,699
|
- |
61 |
2006 |
43,156 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2022 |
108,326.00 |
34 |
108,326 |
- |
62 |
1963 |
17,449 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2023 |
63,497.00 |
51 |
63,497
|
- |
63 |
1961 |
- |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|