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FLOW THROUGH WATER TREATMENT SYSTEM USING ALUM & PAM REEDY CREEK IMPROVEMENT DISTRICT.

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Presentation on theme: "FLOW THROUGH WATER TREATMENT SYSTEM USING ALUM & PAM REEDY CREEK IMPROVEMENT DISTRICT."— Presentation transcript:

1 FLOW THROUGH WATER TREATMENT SYSTEM USING ALUM & PAM REEDY CREEK IMPROVEMENT DISTRICT

2 BRIDGE DEMOLITION PROJECT @ EPCOT WINTER 2000

3 High Pressure Water Blasting To Remove Concrete Down To Rebar

4 After Blasting With 15,000 psi Water Jet

5 Runoff Turbidity Greater Than 300 NTUs

6 Runoff Diverted Into Bridge Stormwater System

7 Aluminum Sulfate Added Via Gravity Feed From Trailer Rig

8 Wood Baffle Boards Skim Large Concrete Debris & Provide Alum Mixing

9 Runoff Flows Into 1st Cell Of Three Stage Treatment System (Inflow >300 NTU)

10 1st Stage Treatment: Inflow>300 NTU Outflow 30 NTU

11 2nd Stage Treatment: Inflow 30 NTU Outflow 17 NTU

12 Polyacrylamide (PAM) Floc Log Used For Final Polishing (40-50% Turbidity Reduction) & Free Aluminum Binding

13 Final Discharge Water Sheet Flows Over Grass Berm (Trapping Sediment)Then Into Canal Behind Floating Turbidity Boom

14 Canal Receiving Water 15 NTU Final Discharge Water 10-12 NTU

15 Self Contained Water Treatment System

16 Treatment System Performance: System Usage:15 Days Daily Volume:80,000 Gallons Total Pumping Volume:96 Million Gallons Alum Usage:40 Gal / Day (600 Gal Total) Treatment System Size:50 x 15 Ft. Turbidity Reduction (NTU):>300 (Inflow) 15 (Outflow) % Turbidity Reduction:95 % Contractor’s System Cost:< $1,000 Time Lost Due To Non-Compliance:NONE!

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


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