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

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Presentation on theme: "Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project."— Presentation transcript:

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

2 Rim-ditch Dewatering Next To Active Runway

3 Rim-ditch Discharges To Existing Stormwater Detention Pond

4 Influent Turbidity Ranged Between 800-1200 NTUs

5 Existing Stormwater Pipe Used To Create Baffle Flow

6 Alum Drip Tank With Control Valve

7 Alum Drip On Influent At 50 Gal/Day PAM Floc Log Used To Bind Up Free Aluminum

8 Sand Bags Used To Create Baffle Flow In Pipes

9 Alum Floc Forming After 1 st Baffle Turn

10 Turbidity Decreased To 11 NTUs After 1 st Baffle Turn

11 Outfall To Wetland

12 Outfall To Wetland Clear Discharge

13 Final Discharge 10-15 NTUs

14 pH 6.5

15 Resource Protected

16 Any Questions?

17 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!

18 Contractor:Hubbard Construction Contact:Jeff Forsythe (407)560-0442


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