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geer > 2003 > posters > inventory and review of aquifer storage and recovery in southern florida


Inventory and Review of Aquifer Storage and Recovery in Southern Florida

Poster presented April 2003, at the Greater Everglades Ecosystem Restoration Conference

Ron Reese

Center for Water and Restoration Studies, Miami, Florida

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Problem

Aquifer storage and recovery (ASR) in southern Florida has been proposed on an unprecedented scale as part of the Comprehensive Everglades Restoration Plan (CERP). Smaller scale ASR wells have been constructed, and in most cases tested, at 27 sites in southern Florida, mostly by local municipalities or counties in coastal areas. The Upper Floridan aquifer, the principal storage zone of interest to the Restoration Plan, is the aquifer being used at 22 of the sites.The aquifer is brackish to saline in southern Florida, which can greatly affect the recovery of the freshwater recharged and stored.

Purpose

The purpose of this study is to inventory and compile data for existing ASR sites in southern Florida and identify various hydrogeologic, design, and management factors that control the recovery of freshwater injected (recharged) into ASR wells. Each cycle during testing or operation includes periods of recharge of freshwater, storage, and recovery that each last days or months. Cycle testing data include calculations of recovery efficiency, which is the percentage of potable recharged water recovered for each cycle.

map showing ASR sites in southern Florida and storage zone aquifer
(above) ASR sites in southern Florida and storage zone aquifer. Locations of five case studies are indicated. [larger image]

map showing thickness of storage zone in ASR wells
(above) Thickness of storage zone in ASR wells, in feet. [larger image]

map showing transmissivity for storage zone in the Floridan aquifer system
(above) Transmissivity for storage zone in the Floridan aquifer system, in ft2/day. [larger image]

map showing ambient chloride concentration in storage zone in the Floridan aquifer system
(above) Ambient chloride concentration in storage zone in the Floridan aquifer system, in mg/L. [larger image]

illustration of ASR well in a confined aquifer depicting idealized flushed and transition zones
(above) ASR well in a confined aquifer depicting idealized flushed and transition zones. [larger image]

Some Factors to Consider for Successful ASR as Defined by Recovery Efficiency:

  • Transmissivity of storage zone
  • Degree of confinement
  • Native water salinity
  • Structural setting
  • Thickness of open interval (storage zone)
  • Distribution of permeabiltiy in storage zone or dispersivity
  • Depth of top of open interval compared to top of aquifer
  • Volume recharged during a cycle
  • Number of repeated cycles

illustration of Boynton Beach ASR well in Palm Beach County
(above) Boynton Beach ASR well in Palm Beach County. Storage zone is thin and located at the top of the Upper Floridan aquifer. [larger image]

graph showing recharge, storage, and recovery cycles for Boynton Beach ASR well
(above) Recharge, storage, and recovery cycles for Boynton Beach ASR well. Recovery efficiency has improved to over 80 percent. [larger image]

graph showing chloride concentration during recovery for each cycle for Boynton Beach ASR well
(above) Chloride concentration during recovery for each cycle for Boynton Beach ASR well. Shows 250 mg/L chloride concentration limit for potable water. Recovery for cycle 14 was continued until a chloride concentration of about 1,000 mg/L was reached. [larger image]

illustration of Springtree Sunrise ASR well in Broward County
(above) Springtree Sunrise ASR well in Broward County. Top of storage zone is 70 feet below top of the Upper Floridan aquifer. [larger image]

graph showing Springtree-Sunrise ASR cycle testing volumes and recovery efficiencies
(above) Springtree-Sunrise ASR cycle testing volumes and recovery efficiencies. Recovery efficiencies did not improve with repeated cycles or increased recharge volume per cycle. Poor recovery efficiencies could be explained either by the storage zone not located at the top of the aquifer or high ambient chloride concentration or both. Source of chart: Montgomery Watson Harza, 2002, Springtree WTP ASR system cycle testing report-cycles 1 through 6. [larger image]

photograph of Springtree Sunrise ASR well head, piping, valves, and control system
(above) Springtree Sunrise ASR well head, piping, valves, and control system. [larger image]

illustration of West Well Field ASR well number 1 in Miami-Dade County
(above) West Well Field ASR well number 1 in Miami-Dade County. Storage zone is 452 feet thick and includes 310 feet of intermediate confining unit. Recovery efficiency for cycle 3 was 40.5 percent. This cycle included 3 ASR wells that recharged a combined volume of 714 million gallons. [larger image]

illustration of San Carlos Estates ASR well in Lee County
(above) San Carlos Estates ASR well in Lee County. Transmissivity of storage zone is very high and recovery efficiency was poor (about 3 percent for 2 or 3 cycles). [larger image]

illustration of Palm Beach County Eastern Hillsborrow WTP 9 ASR well, showing gamma-ray and resistivity borehole geophysical log
(above) Recently constructed Palm Beach County Eastern Hillsborrow WTP 9 ASR well completed in the Upper Floridan aquifer. Shows gamma-ray and resistivity borehole geophysical log. Water sample of storage zone had a chloride concentration of 1,900 mg/L, but the chloride concentration of ground water calculated from the borehole resistivity curve is much higher for most of the storage zone, as high as 5,000 mg/L. This could negatively affect recovery efficiencies. [larger image]

Findings

Potable water recovery efficiencies for 16 of the 27 sites were calculated and, generally, recovery efficiency improves with the number of cycles. Except for two sites, the highest number of cycles was five. Only nine sites had a recovery efficiency above 10 percent for the first cycle or two. However, at two out of the other seven sites, low recharge volumes per cycle of less than 10 million gallons (Mgal) could explain the poor recovery. Ten sites achieved a recovery efficiency above 30 percent during at least one cycle. The highest recovery efficiency achieved per cycle was 84 percent for cycle 16 at the Boynton Beach site. Recharge volume per cycle ranged from 0.6 to 714 Mgal and averaged 95 Mgal for 55 cycles at 14 Upper Floridan aquifer sites.

Based on review of four case studies and data from other sites, several hydrogeologic and design factors appear to be important to the performance of ASR in the Floridan aquifer system. Performance is maximized when the storage zone is thin and located at the top of the Upper Floridan aquifer, and transmissivity and ambient salinity of the storage zone are moderate (less than 30,000 ft2/d and 3,000 mg/L of chloride concentration, respectively). High transmissivity can adversely affect recovery, because it may equate to high dispersive mixing in a limestone aquifer. Additionally, depending on the ambient salinity of the storage zone, the probability of buoyancy stratification increases as transmissivity increases. At three sites that have transmissivities above 70,000 ft2/d, with 3 to 5 cycles at each recovery efficiencies over 10 percent per cycle were not obtained. Results from the first phase of this project are provided in Reese (2001).

Publications

Reese, R.S., 2001, Inventory and review of aquifer storage and recovery in southern Florida: U.S. Geological Survey Water Resources Investigation Report 02-4036, 56 p.

map showing location of east to west hydrogeologic section through Okeechobee and Martin Counties
Location of section D - D' shown below.
illustration of hydrologic section showing storage zone in the Taylor Creek/Nubbin Slough ASR test well
(above) East-west hydrogeologic section through Okeechobee and Martin Counties. Shows storage zone in the Taylor Creek/Nubbin Slough ASR test well. Storage zone is in the Lower Floridan aquifer in a dolostone sequence that has a transmissivity of 590,000 ft2/day. Recovery efficiencies were poor (7 percent or less for 3 cycles). [click on images above for larger version]

illustration of section in Palm Beach County showing relation of a deep injection well to two ASR wells
(above) Section in Palm Beach County showing relation of a deep injection well to two ASR wells. [larger image]

Ron Reese
Center for Water and Restoration Studies, Miami, Florida
U.S. Geological Survey
(305) 717-5821
EMAIL: rsreese@usgs.gov

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Related information:

SOFIA Project: A Retrospective and Critical Review of Aquifer Storage and Recovery Sites in South Florida




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