Post on 31-Dec-2015
description
Imagine the result
City of Sunrise Floridan Aquifer Test Program Searching for Sustainable Water Quality and Yield
Imagine the result
© 2012 ARCADISApril 19, 20232
Today’s Presenter
David Smith, ARCADISPlantation, FloridaDavid.Smith2@arcadis-us.com954-422-2514
Credits Rod Miller, Marc Killingstad, ARCADIS
Susan Bodmann, Neil Johnson, MWH
Bob Romeo, Guarionex De Los Santos, Tim Welch, City of Sunrise
Dan Ringdahl, Florida Design Drilling
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OutlineThe Challenge
Evaluation • Site Selection• DIW Evaluation• Groundwater Modeling• Test Wells SGF-1 and SGF-2
Sustainability
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The Challenge
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The Challenge…
• Permitting (SFWMD Permit mandate)
• Well Construction (locations)• Hydrogeologic
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Well Construction Location Issues
• Land ownership / easements• Construction zone• Wellhead appurtenances, raw
water piping• Disposal of test waters• Hydrogeological factors
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Its not just a “hole in the ground”• Artesian head, approximately 40 feet above ground level• Potential migration of brackish groundwater into overlying
fresh water Surficial Aquifer during construction if:• Inadequate intermediate casing strings• Uncontrolled surface releases
• Variable aquifer characteristics• Permeability• Water quality• SDI
• Resource sustainability• Withdrawal (regional and localized well impacts)• Salinity increases (up-coning)
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Hydrogeologic Framework
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Vertical changes in salinity reflect historic “flushing” of the aquifer….
Hydrogeologic Framework
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Once below sea, all of the aquifer was saline
Hydrogeologic Framework
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Now “freshened”, but reversals in salinity can occur above the lowermost USDW…
Less Brackish
Less Brackish
Hydrogeologic Framework
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Evaluation
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Site Selection
Six Production well sites selected from more than 25 sites evaluated
Two locations chosen for test/production wells
SGF-2
SGF-1
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Locations SGF-1 Roadway median
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Locations SGF-2 Storm Retention Basin
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DIW Evaluation (Sunrise Injection Well Complex)
• Increased understanding of the Floridan aquifer
• Availability of an existing extensive monitor zone network
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Injection Well EvaluationOpportunities for knowledge from construction of Class I injection well systems
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Groundwater Modeling
Refinements to an existing multi-layer variable density model (SEAWAT)
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Groundwater Modeling
• A tool to help quantify potential hydraulic impacts and changes in water quality
• Model Outputs:– Water level heads, drawdowns and
vertical flux between model layers– Predicted water level changes in the
IW monitor zone complex
• Application:– Optimize well spacing– Production interval– Refine APT’s
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Groundwater Modeling
12 MGD withdrawal from the UFA
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Groundwater Modeling
Predicted head changes • All permitted tri-
county withdrawals
• During planned APT’s
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Test wells SGF-1 and
SGF-2Two test/production
wells:• Final casings 16-inch ID
FRP, 1,014 feet bls (SGF-2)• Pilot hole drilling max
depth 1,863 feet bls (SGF-2)• Extensive testing• UFA Production interval
selected
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Test wells SGF-1 and
SGF-2
Testing included:• Lithologic analysis
• Drill Stem water quality
• Specific capacity testing, incl. shut-in tests
• Geophysical logging, formation and fluid
• Creative Packer testing (combination of annulus pumping, drill stem pumping, straddle packer geometries)
• SDI and sand testing
• Aquifer performance testing (step drawdown and constant rate with pumping of each and both production wells with extensive monitoring)
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Test wells SGF-1 and
SGF-2Salinity reversals more extreme than expected
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Test wells SGF-1 and
SGF-2UFA and APPZ observed, but other more permeable flow intervals identified between these zones.
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Test wells SGF-1 and
SGF-2Due to the discrete production interval with appropriate WQ, lower permeability and storage than desired.
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Sustainability
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Sustainability• Aquifer recharge
– Is natural recharge sufficient to meet the current and projected withdrawals from this aquifer?
– Is Managed Aquifer Recharge (MAR) required?
• Well construction– Interconnection of multiple aquifer
zones – bad practice or not important?
• Water Quality– Salinity increases – how much,
when?
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Questions?
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Imagine the result