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Flow Through Turbidity Treatment

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Rim-ditch Dewatering Next To Active Runway. Rim-ditch Discharges To Existing Stormwater Detention Pond. Influent Turbidity Ranged Between 800-1200 NTUs ... – PowerPoint PPT presentation

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Title: Flow Through Turbidity Treatment


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 1st Baffle Turn
10
Turbidity Decreased To 11 NTUs After 1st 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) gt900 (Inflow) 15
(Outflow) Turbidity Reduction 98
Contractors System Cost lt 1,000 To Protect
(gt23 Million Project) Time Lost Due To
Non-Compliance NONE!
18
Contractor Hubbard Construction Contact Jeff
Forsythe (407)560-0442
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