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Published byKelly Carter Modified over 9 years ago
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Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project
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Rim-ditch Dewatering Next To Active Runway
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Rim-ditch Discharges To Existing Stormwater Detention Pond
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Influent Turbidity Ranged Between 800-1200 NTUs
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Existing Stormwater Pipe Used To Create Baffle Flow
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Alum Drip Tank With Control Valve
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Alum Drip On Influent At 50 Gal/Day PAM Floc Log Used To Bind Up Free Aluminum
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Sand Bags Used To Create Baffle Flow In Pipes
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Alum Floc Forming After 1 st Baffle Turn
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Turbidity Decreased To 11 NTUs After 1 st Baffle Turn
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Outfall To Wetland
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Outfall To Wetland Clear Discharge
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Final Discharge 10-15 NTUs
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pH 6.5
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Resource Protected
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Any Questions?
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Treatment System Performance: System Usage:90 Days Daily Volume:1,920,000 Gallons Total Pumping Volume:173 Million Gallons Alum Usage:50 Gal / Day (4500 Total) Treatment System Size:600 x 16 Ft. (Existing pipe) Turbidity Reduction (NTU):>900 (Inflow) 15 (Outflow) % Turbidity Reduction: 98 % Contractor’s System Cost: < $1,000 To Protect (>$23 Million Project) Time Lost Due To Non-Compliance:NONE!
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Contractor:Hubbard Construction Contact:Jeff Forsythe (407)560-0442
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