Buckingham Park Water District Tracer Study by Guy Schott: Detailed Analysis
Detailed analysis and findings from a tracer study conducted on 2/10/16 at Buckingham Park Water District by Guy Schott. The study includes information on the 200K Clearwell, outlet configurations, baffle heights, nozzle velocities, chlorine residual levels, and more. Insights on flow rates, dosage, baffling factor, and tank chlorine levels are provided, highlighting key observations and measurements. Visual data and images further support the comprehensive analysis of the water district's operational parameters.
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Presentation Transcript
Buckingham Park Water District Tracer Study 2/10/16 By Guy Schott
200K Clearwell 30-ft Diameter; 37.8 ft. Baffle Height
2 ft opening Outlet Outlet Flush 18-in opening, 6-in pipe Inlet Diameter: 30 ft Baffle Ht: 37.8 ft Nozzle Velocity: 5.1 ft/sec Inlet Riser 12 ft ht, 6" x 4" Reducer
Nozzle Velocity: 5.1 ft/sec Baffle Curtain Inlet Riser 12 ft Ht. 6 x 4 Reducer
Inlet Side of Clearwell Baffle Curtain
Outlet Side of Clearwell Leaking baffle
Outlet Leaking baffle
time min 0 15 30 45 60 75 90 105 120 130 140 Tracer mg/L 0 0.019 0.125 0.177 0.27 0.322 0.398 0.407 0.592 0.598 0.639 t/T 0.00 0.02 0.03 0.05 0.07 0.09 0.10 0.12 0.14 0.15 0.16 Baffling Factor: 0.13 Dosage: 4.6 Flow (inlet/outlet): 200 gpm; HRT: 867 minutes (14.4 hrs)
Clearwell Chlorine Residual Depth Operating Tank Level: 31.8 ft. 31 ft 1.82 mg/L 1.81 mg/L 16.5 ft 1.73 mg/L 1.81 mg/L 1.86 mg/L 1.5 ft 1.73 mg/L Inlet Side Outlet Side
