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Error of linear assumption
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head loss vs L, k = 5.8
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head loss vs L, k=2
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Average Effluent Turbidities Sed Tank 100 ml/min
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Average Effluent Turbidities sed tank 50 ml/min
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Calcium Hypochlorite experimental set up
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Sedimentation tank experiments- 150 mL/min
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Aged Alum Graph 2
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Aged Alum Graph 1
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Attenuation factor for old valve with outflow
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Attenuation factor for old valve with no outflow
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Attenuation factor for new valve with no outflow
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Attenuation factor for new valve with outflow
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Aged alum solution analysis- run 1
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alum aging analysis 2
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Summer '08 Sed Tank Experiments - 150ml/min
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Summer '08 Sed Tank Experiments- 100 mL/min
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Summer '08 Sed Tank Experiments-50mL/min
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Spring 2008 Demo Plant FCM
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Spring 2008 Demo Plant Open Top Sed Tank
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Observation of the plant length at which maximum floc size occurs, in order to determine the efficiency factor
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Summer 2007 Demo Plant Sed Tank Weir
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Demo Plant Flocculator
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Demo Plant Parallel Lamella Sed Tank
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Graph of Loss coefficient vs. Plant flow
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Graph of Degree of Mixing and Shear vs. Plant flow
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Spring 2008 performance test dimensionless results
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Fall 2007 Demo Plant (whole thing)
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Spring 2008 experimental setup
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Spring 2008 Demo Plant
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Picture of Closed Top Sedimentation Tank, Summer 2007
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AutoCAD drawing of sedimentation tank
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AutoCAD drawing of flocculator
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Time-dependent effluent turbidity for 2 lines of sinkers
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Comparison of STS and STSPC results
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Comparison of STS and SSN results shows no similarity
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Floc breakup due to excessive shear near the end of the flocculator
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Diminishing returns from more obstacles
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Sediment buildup
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Effluent turbidities for different number of lines
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STSPC experimental setup
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Alternate half-flocculator setup
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Constantly stirred clay suspension tank
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Modified experimental setup with peristaltic pumps
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Correlation between clay concentration and turbidity
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Dimensions and layout of the demo plant
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Plant setup of the Suspended Steel Nuts experiment
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