Detailed Theory.ppt

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    Bio-Sand FilterDesign & Key Operating

    Parameters

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    Conventional Slow

    Sand Filter Continuous flow Large volumes

    BioSand Filter Intermittent flow

    Small size

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    BioSand Filter

    Description

    Filter Regions

    Removal Mechanisms

    Design

    Key Operating

    Parameters

    EQUIP NorthCarolina

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    Filter DescriptionFilter Lid

    Prevents contaminants

    from entering the filter

    Fine Sand Layer

    Traps organic and inorganicmaterial at the top of the

    filter media

    Diffuser Plate

    Protects the schmutzdecke

    from damage when water is

    poured into the filter

    Standing Water Layer

    Keeps the schmutzdecke

    alive during pause periods.

    Course Sand

    Prevent sand from

    plugging gravel

    Outlet Pipe

    Conducts effluent from

    filter base to outside

    Gravel Underdrain

    Promotes vertical flow of

    water into collector pipe

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    Filter Regions

    Sand Bed

    Contains virtually no

    living microbes

    Schmutzdecke (biolayer)

    Layer of slime, mud and

    micro organisms which

    develop at the sand

    surface

    Influent ReservoirAir Space above the filter

    media which allows for

    diffusion of oxygen to the

    water.

    Gravel Underdrain

    No living microbes

    present

    Biological Zone

    5 to 10 cm deep

    Living layer of

    microorganisms

    SupernatantThe standing water layer

    present during the pause

    periods when the filter is

    not in use.

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    Removal Mechanisms

    Combination of biological and mechanical

    Fine sand traps organic material at surfaceof sand and forms a layer where micro

    organisms grow 4 main mechanisms

    Mechanical trapping between sand grains

    Adsorption/attraction onto each other, floatingmaterial and on to sand grains

    Predation- bacterivore

    Natural die-off

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    Sand Grains

    ohioline.osu.edu/ b876/b876_1.html www.glg.msu.edu/research/ geophys/sand_grains.jpg

    Biological film around

    each sand grain

    Pore spaces between

    sand grains

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    Trapping between sand grains

    Large pathogens (helminthes), silt and organicmaterial becomes trapped in the spaces betweenthe sand grains

    Sand Grain

    Water

    Sand Grain

    Pore

    Space

    Large Pathogens

    Organic

    material

    Silt

    Bacteria attached

    to the silt

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    Adsorption - Attraction

    Micro-organisms become attached to each other,to sediment and to the sand grains

    Sand Grain

    Water

    Sand Grain

    Silt

    Silt

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    Predation Cycle of Life Survival ofthe Fittest

    Micro-organisms consume carbon and nitrogensources

    Sand Grain

    Biofilm layer

    of livingorganisms, carbon

    and nitrogen

    sources

    Water

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    Natural Die-off Cycle of Life

    Micro-organisms complete their life cycle and

    become carbon and nitrogen sources

    Sand Grain

    Biofilm layer

    of living and dyingorganisms, carbon

    and nitrogen

    sources

    Water

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    THE RUNwater is pouredin the top and runs through the filter

    Water providesoxygen, nutrients

    and microbiology

    Contaminant

    removal

    increases with

    time

    Flow rate

    decreaseswith time

    Larger

    particlesplug pore

    openings

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    Oxygen from

    the air diffuses

    through thesupernatant to

    the biolayer

    Organisms die off

    Micro

    organisms

    consumepathogens Organic material oxidized

    Degradable organic matter

    gradually broken down

    Partialunplugging

    of pores

    THE PAUSE PERIODno flow, water is sitting in the filter

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    Operation & Maintenance(Swirl and dump - filter cleaning)

    Percentage Removal Efficiency with Time

    Typical Curve

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    Key Operating Parameters

    Flow rate controlled by sand size(Sieving and washing)

    Pause period(Micro-organisms consume pathogens)

    Water / Sand level Too shallow biolayer dries out

    Too deep insufficient oxygen for biolayer

    Supply water quality Consistent

    Clean enough to prevent premature fouling (not greater than 50 -100 NTU)

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    Key Operating Parameters

    Start up time establish biolayer

    Maintenance Cleanliness

    Swirl and dump

    Filtered water quality > 95 % removal efficiency

    Disinfection recommended for best quality water