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Research on Tube Settlers and Flocculation
By: Andrea Gruber Peter Crysdale
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Introduction Coagulation/Flocculation Sedimentation and Tube Settlers
Mixing speeds Sedimentation and Tube Settlers Critical velocity Travel Distance
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Objectives Aid in design of CEE 492 conical flocculation and sedimentation tank Create small scale flocculator Tube Settlers Optimal tube diameter Produce low turbidity water
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Methods Two Separate Designs System Design One System Design Two
Separate Flocculation and Sedimentation Tanks Baffles to divide tank System Design Two Single Reactor System
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Design of System 1 Flocculation Tank Tube Settler Volume = 970 mL
Tank Residence Time = 30 min Tube Settler Tube Diameter = 2.5 cm Tube Length = 1 m Tube Residence Time = 12 min
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System 1 Design Tube Settler Tap water influent Turbidimeter
Alum Stock Clay Stock Stir Plate pH probe Turbidimeter 2 Peristaltic Pumps Each w/ 2 pump heads Tube Settler Reactor w/ Baffle Tap water influent Flocculation Tank Sedimentation Tank
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System 1 - Trial 1 Influent Turibidty – 360 NTU
Concentration Clay: g/L Alum: g/L Flow enter the reactor from different points, not mixing well
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System 1 – Trial 2
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System 1- Trial 3
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System 1 – Trial 4
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System 1 – Trial 5
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System 2 - Design
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System 2- Trial 6
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Trial 6 – Floc Blanket
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System 2 – Trial 7
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System 2 – Trial 8 Pulse Added
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System 2 – Trial 9
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Future Work Influent Turbidities Tube Settler Diameters
Threshold at which floc blanket forms Tube Settler Diameters
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