Water-level conditions in southern Florida
Water-level conditions in southern Florida
All data presented on this site are considered to be PROVISIONAL DATA and subject to revision pending further review.
USGS STATION NUMBER.-- USGS 264514080550700
LOCATION.-- Lat 26°45'14", long 80°55'07" referenced to North American Datum of 1927, in NW 1/4 sec.14, T.43 S., R.34 E., Hendry County, FL, Hydrologic Unit 03090202, on concrete wall inside lock chamber of structure S-310 (HGS-2) in Okeechobee Waterway, and 0.8 mi north of U.S. Highway 27 near Clewiston.
DRAINAGE AREA.-- Indeterminate.
PERIOD OF RECORD.-- August 1976 to current year.
REMARKS.-- Records poor. Discharge computed from relations between stage vs. area and index velocity vs. mean channel velocity. Flow regulated by hurricane gate at Lake Okeechobee. Prior to October 19, 1992, electromagnetic velocity meter at site. Gage height and discharge for the 2005 water year that was unavailable at the time of WDR FL-05-2A publication was published in the 2006 WDR FL-06-2A report.
EXTREMES FOR PERIOD OF RECORD.-- Maximum gage height, 19.17 ft Mar. 7, 1983; minimum, 8.12 ft June 2, 2007.
Online map showing USGS_264514080550700 (through Google Maps - not a USGS site) at (26.7542305,-80.9183960).
Most recent monitoring data received at INDUSTRIAL CANAL:
(Recorded within last 60 days of site monitoring or during site visit within past 180 days.)
Data type Value Date Time
Computed gage height, published, in feet 13.67 23-NOV-2009 19:15:00
Online data inventory for INDUSTRIAL CANAL: Data type Start End Number of records Computed gage height, DCP, in feet 29-MAR-1990 13-JAN-2007 492618 Computed gage height, published, in feet 01-JUN-2005 23-NOV-2009 144139 Daily mean gage height, DCP, in feet 30-MAR-1990 12-JAN-2007 5792 Daily mean gage height, digital recorder, in feet 24-AUG-1976 15-APR-1984 2736 Daily mean of gage height canal - 5.20 = h3, in fe 15-JAN-2003 22-NOV-2009 1555 Daily mean of gage height sfwmd s352-h, in feet (w 17-JUN-2001 25-MAY-2005 119 Daily mean of gage height, published, in feet 24-AUG-1976 22-NOV-2009 11899
![Graph: Continuously recorded gage heights for the past 30 days are compared to daily (mean) gage heights from last year, the FY2000 water level schedule for Lake Okeechobee, and daily levels for the 2001 drought year.. Data used to produce this graph is available via the [data used] link on the page.](../graphics/graphs/graph_12346.gif)
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Continuously recorded gage heights for the past 30 days are compared to daily (mean) gage heights from last year, the FY2000 water level schedule for Lake Okeechobee, and daily levels for the 2001 drought year.
Data used to produce the current 30-day hydrograph at INDUSTRIAL CANAL (264514080550700)
Description of information presented in the current 30-day hydrograph at INDUSTRIAL CANAL (264514080550700)
The period of record is insufficient to ensure the validity of a water level/time correlation. Data are therefore compared to the zero-slope (flat, linear) regression curve for the existing period of record daily gage height elevations. This approximates, but may not equal, the period of record mean. (Description of statistical methods)
![Graph: Continuously recorded gage heights for the past 90 days are compared to daily (mean) gage heights from last year, the minimum and maximum daily levels for the corresponding weeks of the year for the site period of record, and daily levels for the 2001 drought year.. Data used to produce this graph is available via the [data used] link on the page.](../graphics/graphs/graph_13511.gif)
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Continuously recorded gage heights for the past 90 days are compared to daily (mean) gage heights from last year, the minimum and maximum daily levels for the corresponding weeks of the year for the site period of record, and daily levels for the 2001 drought year.
Data used to produce the current 90-day hydrograph at INDUSTRIAL CANAL (264514080550700)
Description of information presented in the current 90-day hydrograph at INDUSTRIAL CANAL (264514080550700)
The period of record is insufficient to ensure the validity of a water level/time correlation. Data are therefore compared to the zero-slope (flat, linear) regression curve for the existing period of record daily gage height elevations. This approximates, but may not equal, the period of record mean. (Description of statistical methods)
![Graph: Daily mean gage heights for the year are compared to gage heights from last year, the minimum and maximum daily levels for the corresponding weeks of the year for the site period of record, and daily levels for the 2001 drought year.. Data used to produce this graph is available via the [data used] link on the page.](../graphics/graphs/graph_15307.gif)
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Daily mean gage heights for the year are compared to gage heights from last year, the minimum and maximum daily levels for the corresponding weeks of the year for the site period of record, and daily levels for the 2001 drought year.
Data used to produce the current year-to-date hydrograph at INDUSTRIAL CANAL (264514080550700)
Description of information presented in the current year-to-date hydrograph at INDUSTRIAL CANAL (264514080550700)
The period of record is insufficient to ensure the validity of a water level/time correlation. Data are therefore compared to the zero-slope (flat, linear) regression curve for the existing period of record daily gage height elevations. This approximates, but may not equal, the period of record mean. (Description of statistical methods)
![Graph: Gage heights for the past year are compared to the duration information for the corresponding weeks of the year. The duration statistics are based on a zero-slope linear regression of the data from the past 25 years.. Data used to produce this graph is available via the [data used] link on the page.](../graphics/graphs/graph_15308.gif)
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Gage heights for the past year are compared to the duration information for the corresponding weeks of the year. The duration statistics are based on a zero-slope linear regression of the data from the past 25 years.
Data used to produce the one-year hydrograph at INDUSTRIAL CANAL (264514080550700)
Description of information presented in the one-year hydrograph at INDUSTRIAL CANAL (264514080550700)
The period of record is insufficient to ensure the validity of a water level/time correlation. Data are therefore compared to the zero-slope (flat, linear) regression curve for the existing period of record daily gage height elevations. This approximates, but may not equal, the period of record mean. (Description of statistical methods)
![Graph: Daily mean gage height data from the past 35 years . Data used to produce this graph is available via the [data used] link on the page.](../graphics/graphs/graph_03061.gif)
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Daily mean gage height data from the past 35 years.
Data used to produce the period of record hydrograph - past 35 years at INDUSTRIAL CANAL AT CLEWISTON (USGS 264514080550700)
Description of information presented in the period of record hydrograph - past 35 years at INDUSTRIAL CANAL AT CLEWISTON (USGS 264514080550700)
The period of record is insufficient to ensure the validity of a water level/time correlation. Data are therefore compared to the zero-slope (flat, linear) regression curve for the existing period of record daily gage height elevations. This approximates, but may not equal, the period of record mean. (Description of statistical methods)
Funding for the USGS to design and maintain this site has been provided through a cooperative agreement with the South Florida Water Management District (SFWMD). Water-level conditions are monitored by the USGS with support from Federal, State, and local cooperators.
U.S. Department of the Interior |
U.S. Geological Survey
URL: http://www.sflorida.er.usgs.gov/ddn-cgi/run.pl?map=sfl&mapuse=A&sites=((264514080550700))&indicator=Y
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