<--
eyeonlakeo.com |
|
N New River Ca at
S-2 and S351 Nr South Bay Fl (Combined Flows) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Newq Data |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Historical Annual Discharges |
|
|
|
|
|
|
Tip: To save a graph right-click |
|
|
|
|
|
|
|
|
|
1963 to 2023 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Source: SFWMD DBHydro |
|
eyeonlakeo.com |
Click for
DBHydro |
|
|
|
|
Flow in acre-feet |
Database Key 15021 | Last date of data: 6/30/2023 |
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 |
|
1963 |
157,867.00 |
27 |
212,172 |
(54,306) |
1 |
1992 |
495,331 |
AL760 |
Kissimmee Restoration Project
- 3 Gate Structure Adj. To S65E |
|
1964 |
(51,743.00) |
55 |
76,475
|
(128,218) |
2 |
2015 |
487,534 |
Inflow - Lake
Istokpoga\Indian Prarie |
|
1965 |
149,530.00 |
31 |
264,405 |
(114,875) |
3 |
2018 |
450,773 |
91668 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
1966 |
114,978.00 |
38 |
408,064 |
(293,086) |
4 |
1993 |
423,202 |
15633 |
S-71 Spillway on Canal C-41 at Lake Okeechobee |
|
1967 |
288,925.00 |
8 |
427,891 |
(138,966) |
5 |
1989 |
421,564 |
91675 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1968 |
(173,673.00) |
60 |
140,983 |
(314,657) |
6 |
2014 |
313,714 |
15634 |
S-72 Spillway on Canal C-40 at Lake Okeechobee |
|
1969 |
67,240.00 |
45 |
227,263 |
(160,023) |
7 |
1988 |
308,708 |
Inflow -
Fisheating Creek |
|
1970 |
(59,088.00) |
56 |
195,057 |
(254,145) |
8 |
1967 |
288,925 |
WH036 |
Fisheating Creek at Lakeport, Fl |
|
1971 |
(98,138.00) |
57 |
230,069 |
(328,208) |
9 |
2004 |
281,144 |
East - St.
Lucie Canal |
|
1972 |
(10,764.00) |
52 |
160,211 |
(170,976) |
10 |
1984 |
279,501 |
DJ238 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1973 |
62,210.00 |
47 |
234,165 |
(171,955) |
11 |
1996 |
278,520 |
JW224 |
S-80 Spillway and Sector on St. Lucie Canal at Tidewater |
|
1974 |
84,145.00 |
42 |
300,096 |
(215,951) |
12 |
2006 |
272,758 |
DJ239 |
S-308 Spillway and Sector Flow on St. Lucie Canal at Lake Okeechobee |
|
1975 |
(25,488.00) |
53 |
256,287 |
(281,775) |
13 |
1979 |
267,180 |
15626 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
1976 |
(34,715.00) |
54 |
184,890 |
(219,604) |
14 |
1990 |
257,469 |
00277 |
St Lucie Canal Below S308 at Port Mayaca Fl |
|
1977 |
(3,622.00) |
51 |
206,619 |
(210,240) |
15 |
2019 |
253,863 |
East - St.
Lucie Watershed |
|
1978 |
(119,096.00) |
58 |
100,503 |
(219,599) |
16 |
1985 |
251,848 |
91690 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
1979 |
267,180.00 |
13 |
334,228 |
(67,047) |
17 |
2000 |
237,567 |
JW225 |
S-97 Spillway on Canal C-23 Near Florida Turnpike |
|
1980 |
74,025.00 |
44 |
96,036
|
(22,011) |
18 |
2016 |
235,159 |
91607 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
1981 |
3,324.00 |
50 |
226,683 |
(223,359) |
19 |
1995 |
233,638 |
JW223 |
S-49 Spillway on Canal C-24 Near Florida Turnpike |
|
1982 |
(207,182.00) |
61 |
66,686
|
(273,868) |
20 |
2021 |
225,222 |
91295 |
Gordy Rd. Bridge N St. Lucie Water Ctl Dist. Structure 71-1 |
|
1983 |
9,790.00 |
49 |
76,001
|
(66,210) |
21 |
2003 |
213,993 |
Southeast - L-8
Canal |
|
1984 |
279,501.00 |
10 |
331,494 |
(51,993) |
22 |
2020 |
204,643 |
02855 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
1985 |
251,848.00 |
16 |
400,779 |
(148,931) |
23 |
1999 |
202,184 |
15044 |
L-8 Canal at Us Hwy 441 Nr Canal Point Fla |
|
1986 |
84,250.00 |
41 |
95,391
|
(11,141) |
24 |
2009 |
199,385 |
65409 |
S271 Culvert |
|
1987 |
149,104.00 |
32 |
159,406 |
(10,302) |
25 |
2011 |
197,774 |
West -
Caloosahatchee |
|
1988 |
308,708.00 |
7 |
310,745 |
(2,037) |
26 |
2022 |
161,076 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ237 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
1989 |
421,564.00 |
5 |
489,839 |
(68,275) |
27 |
1963 |
157,867 |
|
|
|
|
|
|
|
|
|
|
|
|
|
AN851 |
S-79 Spillway & Lock Combined on Caloosahatchee River Nr Olga |
|
1990 |
257,469.00 |
14 |
276,015 |
(18,545) |
28 |
2005 |
155,794 |
|
|
|
|
|
|
|
|
|
|
|
|
|
DJ235 |
S-77 Spillway and Sector Gate (Lock) on Caloosahatchee Riv. at Lake Okeechobee |
|
1991 |
62,977.00 |
46 |
94,261
|
(31,283) |
29 |
2002 |
153,866 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15635 |
S-77 Caloosahatchee River at Lake Okeechobee Downstream Of S-77 |
|
1992 |
495,331.00 |
1 |
517,632 |
(22,300) |
30 |
1998 |
150,998 |
|
|
|
|
|
|
|
|
|
|
|
|
|
South |
|
|
1993 |
423,202.00 |
4 |
445,405 |
(22,203) |
31 |
1965 |
149,530 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Inflow - Pumps |
|
1994 |
121,268.00 |
36 |
184,063 |
(62,795) |
32 |
1987 |
149,104 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91473 |
S-2 Pump From Hillsboro & N.N.R. To Lake Okeechobee |
1995 |
233,638.00 |
19 |
280,386 |
(46,749) |
33 |
2013 |
144,655 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15021 |
N New River Ca at S-2 and S351 Nr South Bay Fl (Combined Flows) |
1996 |
278,520.00 |
11 |
284,563 |
(6,044) |
34 |
2007 |
132,155 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91599 |
Miami Canal at S-3 Pump at Lake Harbor, Fla |
1997 |
74,194.00 |
43 |
85,305
|
(11,111) |
35 |
2017 |
127,740 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15018 |
Miami Canal at Hgs-3 and S-3 at Lake Harbor, Fla |
1998 |
150,998.00 |
30 |
197,453 |
(46,455) |
36 |
1994 |
121,268 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91608 |
S-4 Pump From Ld-1 & Canal C-20 To Lake Okeechobee |
1999 |
202,184.00 |
23 |
234,893 |
(32,709) |
37 |
2023 |
120,131 |
|
|
|
|
|
|
|
|
|
|
|
|
|
15630 |
S-4 Pump From Ld-1 & Canal C-20 To Lake Okeechobee |
2000 |
237,567.00 |
17 |
269,919 |
(32,352) |
38 |
1966 |
114,978 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Outflow to EAA |
|
2001 |
(141,628.00) |
59 |
72,228
|
(213,856) |
39 |
2012 |
112,054 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91508 |
S-351 Spillway on L. Okee. To Hillsboro Canal |
2002 |
153,866.00 |
29 |
156,653 |
(2,787) |
40 |
2010 |
94,989 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91509 |
Temporary Pumps at S351 Spillway |
2003 |
213,993.00 |
21 |
214,346 |
(353) |
41 |
1986 |
84,250 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91510 |
S-352 Spillway on L. Okee. To W.P.B. Canal |
2004 |
281,144.00 |
9 |
300,540 |
(19,396) |
42 |
1974 |
84,145 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91511 |
Temporary Pumps at S352 Spillway |
2005 |
155,794.00 |
28 |
162,631 |
(6,837) |
43 |
1997 |
74,194 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91513 |
Spillway W/2 Gates on Lake Okeechobee at Miami Canal |
2006 |
272,758.00 |
12 |
282,342 |
(9,584) |
44 |
1980 |
74,025 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91514 |
Temporary Pumps at S354 Spillway |
2007 |
132,155.00 |
34 |
132,464 |
(309) |
45 |
1969 |
67,240 |
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1E |
|
|
2008 |
37,525.00 |
48 |
69,800
|
(32,275) |
46 |
1991 |
62,977 |
|
|
|
|
|
|
|
|
|
|
|
|
|
91476 |
S319 Pump Station |
|
2009 |
199,385.00 |
24 |
200,484 |
(1,099) |
47 |
1973 |
62,210 |
|
|
|
|
|
|
|
|
|
|
|
|
|
TP366 |
S319 Pump Station |
|
2010 |
94,989.00 |
40 |
104,920 |
(9,931) |
48 |
2008 |
37,525 |
|
|
|
|
|
|
|
|
|
|
|
|
|
STA-1W |
|
|
2011 |
197,774.00 |
25 |
198,865 |
(1,091) |
49 |
1983 |
9,790 |
|
|
|
|
|
|
|
|
|
|
|
|
|
90941 |
G302 Sta1W Inflow & Distribution Works Inflow Control |
2012 |
112,054.00 |
39 |
148,788 |
(36,734) |
50 |
1981 |
3,324 |
|
|
|
|
|
|
|
|
|
|
|
|
|
JW221 |
G302 Sta1W Inflow & Distribution Works Inflow Control |
2013 |
144,655.00 |
33 |
172,541 |
(27,886) |
51 |
1977 |
(3,622) |
|
|
|
|
|
|
|
|
|
|
|
|
|
WCAs |
|
|
2014 |
313,714.00 |
6 |
313,766 |
(52) |
52 |
1972 |
(10,764) |
|
|
|
|
|
|
|
|
|
|
|
|
|
Everglades |
|
|
2015 |
487,534.00 |
2 |
488,461 |
(926) |
53 |
1975 |
(25,488) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2016 |
235,159.00 |
18 |
254,295 |
(19,137) |
54 |
1976 |
(34,715) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2017 |
127,740.00 |
35 |
215,366 |
(87,626) |
55 |
1964 |
(51,743) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2018 |
450,773.00 |
3 |
450,796 |
(24) |
56 |
1970 |
(59,088) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2019 |
253,863.00 |
15 |
254,087 |
(224) |
57 |
1971 |
(98,138) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2020 |
204,643.00 |
22 |
204,949 |
(305) |
58 |
1978 |
(119,096) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2021 |
225,222.00 |
20 |
225,222 |
- |
59 |
2001 |
(141,628) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
161,076.00 |
26 |
174,419 |
(13,343) |
60 |
1968 |
(173,673) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2023 |
120,131.00 |
37 |
120,131 |
- |
61 |
1982 |
(207,182) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|