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.

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SITE 69, USGS ID: 255300080370001 [NWIS]


Site information from 2007 Data Report:

USGS STATION NUMBER.-- USGS 255300080370001

LOCATION.-- Lat 25°54'40", long 80°35'32" referenced to North American Datum of 1927, in T.52 S., R.35 E., Miami-Dade County, FL, Hydrologic Unit 03090202, Two gages are located on the east and west sides of the Levee 67A, 11.3 mi northeast of access gate at the Tamiami Trail. No section could be determine from existing maps.

DRAINAGE AREA.-- Indeterminate.

PERIOD OF RECORD.-- EAST GAGE: July 1991 to current year.

REMARKS.-- Rainfall data is available in files of the U.S. Geological Survey. The rainfall record was discontinued September 30, 2003. The U. S. Army Corps of Engineers maintains raingage after September 30, 2003.

EXTREMES FOR PERIOD OF RECORD.-- EXTREME STAGES FOR EAST GAGE FOR PERIOD OF RECORD: Maximum gage height, 10.48 ft Oct. 15, 1999; minimum, 7.22 ft May 22-23, 2001.

Online map showing USGS_255300080370001 (through Google Maps - not a USGS site) at (25.9114838,-80.5920029).

Daily values tables - HTML tables

Daily values tables - raw retrieval





Online data inventory for SITE 69:

Data type                                            Start         End          Number of records
Computed gage height west DCP, in (feet)             21-OCT-1994    20-NOV-2009       125249
Daily mean of gage height east DCP, in (feet)        06-NOV-2005    19-NOV-2009         1409
Daily mean of gage height west DCP, in (feet)        22-OCT-1994    19-NOV-2009         5191

Water-level data collected in the past 30 years at SITE 69 (Save as text file)


Navigational links:

Website

Station data page


Current 30-day hydrograph at SITE 69 (255300080370001)


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.D

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 SITE 69 (255300080370001)

Description of information presented in the current 30-day hydrograph at SITE 69 (255300080370001)

Long-term trend information

The change in daily gage height elevations has not been mathematically correlated to time for the period of record based on operational considerations. Instead of a long-term trend line, the 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)


Current 90-day hydrograph at SITE 69 (255300080370001)


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.D

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 SITE 69 (255300080370001)

Description of information presented in the current 90-day hydrograph at SITE 69 (255300080370001)

Long-term trend information

The change in daily gage height elevations has not been mathematically correlated to time for the period of record based on operational considerations. Instead of a long-term trend line, the 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)


Current year-to-date hydrograph at SITE 69 (255300080370001)


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.D

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 SITE 69 (255300080370001)

Description of information presented in the current year-to-date hydrograph at SITE 69 (255300080370001)

Long-term trend information

The change in daily gage height elevations has not been mathematically correlated to time for the period of record based on operational considerations. Instead of a long-term trend line, the 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)


One-year hydrograph at SITE 69 (255300080370001)


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.D

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 SITE 69 (255300080370001)

Description of information presented in the one-year hydrograph at SITE 69 (255300080370001)

Long-term trend information

The change in daily gage height elevations has not been mathematically correlated to time for the period of record based on operational considerations. Instead of a long-term trend line, the 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)


Period of record hydrograph - past 35 years at SITE 69 IN CONSERVATION AREA 3BNR COOPERTOWN, FL (USGS 255300080370001)


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.D

Daily mean gage height data from the past 35 years.

Data used to produce the period of record hydrograph - past 35 years at SITE 69 IN CONSERVATION AREA 3BNR COOPERTOWN, FL (USGS 255300080370001)

Description of information presented in the period of record hydrograph - past 35 years at SITE 69 IN CONSERVATION AREA 3BNR COOPERTOWN, FL (USGS 255300080370001)

Long-term trend information

The change in daily gage height elevations has not been mathematically correlated to time for the period of record based on operational considerations. Instead of a long-term trend line, the 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.


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