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

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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

Page 2: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Rim-ditch Dewatering Next To Active Runway

Page 3: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Rim-ditch Discharges To Existing Stormwater

Detention Pond

Page 4: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Influent Turbidity Ranged Between 800-1200 NTUs

Page 5: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Existing Stormwater Pipe Used To Create Baffle Flow

Page 6: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Alum Drip Tank With Control Valve

Page 7: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Alum Drip On Influent At 50

Gal/DayPAM Floc Log Used To

Bind Up Free Aluminum

Page 8: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Sand Bags Used To Create Baffle Flow In Pipes

Page 9: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Alum Floc Forming After 1st Baffle Turn

Page 10: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Turbidity Decreased To 11 NTUs After 1st Baffle Turn

Page 11: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Outfall To Wetland

Page 12: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Outfall To Wetland Clear Discharge

Page 13: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Final Discharge 10-15 NTUs

Page 14: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

pH 6.5

Page 15: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Resource Protected

Page 16: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Any Questions?

Page 17: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

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!

Page 18: Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Contractor: Hubbard Construction

Contact: Jeff Forsythe (407)560-0442