Warning: Javascript must be enabled to use all the features on this page!


Page Loading - Please Wait...

* We've detected you're using a mobile device. Find our Next Generation Station Page here.
Click to hideNews Bulletins

Water-Year Summary for Site 02264003

Click to hide Water-Year Summary instructions and information
  • Water-Year Summary reports summarize a year of hydrologic data in a printer-friendly format.
  • For water years 2014 onward, choose a water year and parameter and an on-demand Water-Year Summary report will be generated.
  • For water years 2006 through 2013, choose a water year and an Annual Water Data Report will be provided.
  • For water years 2005 and earlier, Annual Water Data Reports may be available in digital format.
  • Not all sites have reports available for every water year.
Available Parameters
00060 Discharge(Mean)  
00065 Gage height(Mean)  

Water year 2021: 2020-10-01 to 2021-09-30
 

Print this page
USGS Water-Year Summary 2021
02264003 CYPRESS CREEK CANAL AT S-103A NEAR VINELAND, FL
LOCATION - Lat 28°23'21", long 81°31'31" referenced to North American Datum of 1927, in SW 1/4 sec.20, T.24 S., R.28 E., Orange County, FL, Hydrologic Unit 03090101, on upstream side of control structure S-103A, 200 ft northeast of Buena Vista Drive, 1,800 ft downstream from State Highway 535, and 1.3 mi west of Vineland.
DRAINAGE AREA - 29.5 mi².
REVISIONS HISTORY - WDR FL-96-1A: Drainage area.
SURFACE-WATER RECORDS
PERIOD OF RECORD - October 1986 to September 2002 (gage heights and discharge measurements only); October 2002 to current year.
GAGE - Water-stage recorder, gate-opening recorder, and data-collection platform. Datum of gage is at NGVD of 1929 (Reedy Creek Improvement District bench mark). Auxilliary gage at downstream side of control structure 103A.
COOPERATION - This gage is monitored in cooperation with the Reedy Creek Improvement District.
REMARKS - Flow regulated by operation of structure 103A. Discharge computed from relation between discharge and gate openings and does not include leakage around structure or gates, which is less than 2.0 ft³/s.