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G-Force in Coagulation Flocculation Systems

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    Group-3

    Smarika Kulshreshtha

    Sanjeeb Mohapatra

    Harshad Arote

    Ashutosh

    G-Force in CoagulationFlocculation Systems and its

    significance

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    Rapid Mixing and Flocculation

    Rapid mixing is used to:

    Disperse chemicals uniformly throughout the mixing

    basin

    Allow adequate contact between the coagulant and

    particles

    Microflocs are produced

    Flocculation is used to:

    Agglomerate microflocs to larger ones

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    Devices

    Agitation in rapid mixing and flocculation isperformed by:

    Mechanical agitators (most common)

    Pneumatic agitators

    Baffled basins

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    Design

    The degree of mixing is based on the powerprovided, which is measured by the velocity

    gradient:

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    Velocity Gradient, G

    The velocity gradient of two fluid particles : 0.05ft apart

    relative velocity : 0.2fps

    2fps/0.05ft = 40fps/ft d

    V

    1

    V

    2

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    Detention Time

    For rapid mixing basins

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    Flocculation Complete flocculation depends on:

    The relative ease and rate of microflocs

    aggregation

    Number of particle collisions by gentle & prolonged

    agitation agglomeration of floc. Floc Characteristics governed by G

    High G ; large floc will not form; high shear forces

    The rate of particle collision G

    Shear force G Total number of particle collisions GT

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    Effect of G & T over Floc

    formation

    G T Floc Characteristics

    Large Small Small and dense

    Small Large Larger and lighter

    Largerand dense Floc are the main characteristics of goo

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    Influence of velocity gradient and rapid mixing time on

    flocs formed by Polysilica Iron (PSI) and PolyAluminum

    chloride (PACl)

    The aim of this study : to investigate

    the effect of different velocity gradients and rapid

    mixing times on the formation, breakage, and regrowth of

    kaolin flocs formed by PSI and PACl.

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    Materials and Methods

    Preparation of Kaolin suspension

    Kaolin clay was used as the model suspension

    Coagulants agents

    Polyaluminum chloride (PACl) and

    Polysilicates Iron (PSI)

    Coagulants and rapid mixing

    Jar test

    3 min of rapid mixing at 150 rpm

    Flocc. period : 30 min at 30 rpm & settling period : 60 min

    Floc size

    Particle Size Analyser Floc strength and Recovery factors

    Zeta potential measurements

    Micro-Electrophoresis Apparatus

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    Effect of velocity gradient on the floc property of kaolin system:

    The floc size

    Growth region low-velocity gradient G

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    Effect ofrapid mixing time on the floc property of kaolin system

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    Jr-Lin Lin, Jill R. Pan, Chihpin Huang

    Enhanced particle destabilization andaggregation by flash-mixing

    coagulation for drinking water treatment

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    OBJECTIVE

    Investigation of enhanced rapid mixing intensityon the performance of coagulation for natural

    turbid water treatment.

    Two surface water samples:

    Low and High Turbidity

    PACl

    G values: (200-800 s-1)

    Pilot scale in line IFM

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    Materials and Methods

    Water samples from WTP Fengyuan, Taiwan 200 NTU (HT)

    15 NTU (LT)

    Commercial PACl ( 10% Al2

    O3

    )

    Inductively Coupled Plasma Atomic Emission

    Spectometry

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    Experiments

    Standard Jar Tests (Optimal CoagulationDosage)

    Rapid Mixing ;100-300 rpm (G=200-800 s-1); 15 sec

    (WTP simulation)

    Slow Mixing ; 30 rpm (G=25s-1) ; 10 min

    Turbidity, DOC, Zeta Potential

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    1.75 mg/L (LT)

    2mg/L (HT)

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    Mixing Test Mechanical Mixing

    G values: (200-800 s-1)

    IFM (PFR)

    (G > 5000 s-1 )

    554 NTU, 271 NTU, 98 NTU

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    References

    1. T. S. Aktas, M. Fujibayashi, C. Maruo, M.Nomura & O. Nishimura, Influence of velocitygradient and rapid mixing time on flocs formedby polysilica iron (PSI) and polyaluminium

    chloride (PACl), Desalination and WaterTreatment (2013),51:22-24, 4729-4735.

    2. Jr-Lin Lin, J. R. Pan, C. Huang, Enhancedparticle destabilization and aggregation byflash-mixing coagulation for drinking water

    treatment, Separation and PurificationTechnology, 115 (2013) 145-151

    3. H. S. Peavy, D. R. Rowe, G. Tchbanoglous,Environmental engineering, McGraw-Hill, 1985

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    Thank You


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