Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project.

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Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Transcript of Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project.

Page 1: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project.

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/DayPAM 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 1st Baffle Turn

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Turbidity Decreased To 11 NTUs After 1st 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: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