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    Mitigation of Acid Forming Materials

    Active TreatmentActive Treatment

    Passive TreatmentPassive Treatment

    Other Water Quality Mitigation AlternativesOther Water Quality Mitigation Alternatives Acid SoilsAcid Soils

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    ACTIVE Water Treatment Unit Operations

    Neutralization

    Aeration

    Precipitation

    Settling (solid/liquid separation)

    Sludge dewatering

    Sludge disposal

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    Modern Hydrated Lime Treatment Plant

    Treats 30,000 L/minute air asam tambang

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    Aeration and Oxidation

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    Settling (Solid/Liquid Separation)

    Inclined Plate Clarifiers

    Dissolved Air Flotation

    Thickeners

    Ponds or Basins

    Clarifiers

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    A. Passive Treatment ConceptsA. Passive Treatment Concepts

    Aerobic WetlandsAerobic Wetlands

    Settling Ponds/BasinsSettling Ponds/Basins

    Anoxic Limestone Drains (Anoxic Limestone Drains (ALDALD))

    Vertical Flow Wetlands (Vertical Flow Wetlands (VFW or SAPSVFW or SAPS)) Open Limestone ChannelsOpen Limestone Channels

    Diversion WellsDiversion Wells

    OxicOxic oror PyrolusitePyrolusite Limestone BedsLimestone Beds

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    Disadvantages of Passive Treatment Disadvantages of Passive Treatment

    Treatment area (hectares) neededTreatment area (hectares) needed

    Highly acidicHighly acidic (>500 mg/l)(>500 mg/l) mine water problematicmine water problematic

    It isIt is stillstill a developing science & technologya developing science & technology

    Does not work well on large flowsDoes not work well on large flows

    (design flows < 2000 L/minute)(design flows < 2000 L/minute) High construction costs at beginning (lot ofHigh construction costs at beginning (lot of rupiahrupiah

    Some maintenance required (someSome maintenance required (some rupiahrupiah))

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    Designing a Passive System Designing a Passive System

    Water ChemistryWater Chemistry::

    -- Determines the design or techniqueDetermines the design or technique

    Net Alkaline Water Aerobic Treatment

    Net Acidic Water Anaerobic Treatment

    Discharge Flow RateDischarge Flow Rate::

    --Determines the sizeDetermines the size

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    Monitoring AMD Discharges

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    Classifying Mine WaterClassifying Mine Water

    Net AlkalineNet Alkaline, Fe contaminated, Fe contaminated

    Net AlkalineNet Alkaline, Fe andFe and MnMn contaminatedcontaminated

    Neutral pH net AcidNeutral pH net Acid, Fe and, Fe and MnMn contaminacontamina

    Low pH AcidicLow pH Acidic, Fe andFe and MnMn contaminatedcontaminated

    Low pH AcidicLow pH Acidic, Fe,Fe, MnMn, Al contaminated, Al contaminated

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    Typical Section of anAerobic Wetland

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    Aerobic Wetland Treatment System - Westmoreland County, PA

    Net Alkaline Discharge Treatment

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    Making Acid Water AlkalineMaking Acid Water Alkaline

    1. Anoxic Limestone Drain (ALD)1. Anoxic Limestone Drain (ALD)

    2. Vertical Flow Wetland (VFW)2. Vertical Flow Wetland (VFW)

    3. Diversion Wells3. Diversion Wells

    4. Open Limestone Channels4. Open Limestone Channels

    5.5. OxicOxic ((PyrolusitePyrolusite) Limestone Beds) Limestone Beds

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    How is alkalinity generated?

    Limestone + Acidity Calcium ion + Bicarbonate Alkalinity

    CaCO3 + H+ Ca 2+ + HCO3

    -

    Organic Carbon + Sulfate Hydrogen sulfide + Bicarbonate

    Alkalinity

    2 CH2O + SO4- H2S + 2 HCO3

    -

    Sulfate Reducing Bacteria (SRBs)

    (2 H+) (H2CO3*)

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    Limestone Dissolution is Slowand Solubility Limited

    Limestone Dissolution is Slowand Solubility Limited

    1212--18 hours of contact time18 hours of contact time Rule Of ThumbRule Of Thumb::0.30.3--0.6 metric ton Limestone/hour of contact/Liter0.6 metric ton Limestone/hour of contact/Literminute of flowminute of flow

    Maximum concentration of alkalinity isMaximum concentration of alkalinity isgenerally 150generally 150--350 mg/L350 mg/L ((actual value isactual value isdependent on limestone source and water quality)dependent on limestone source and water quality)

    Need large quantities of limestoneNeed large quantities of limestone(1,000(1,0002,000 metric tons not uncommon)2,000 metric tons not uncommon)

    *

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    Typical Section of an ALD

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    Anoxic Limestone Drain Under Construction

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    ALD SIZING CRITERIA

    Retention time (Retention time (typically 16 hrs)typically 16 hrs)LimestoneLimestone

    dissolution lossesdissolution losses

    TypicalTypical ALD dimensions & configurationsALD dimensions & configurations

    Limestone bed depth: 1Limestone bed depth: 1--2 meters2 meters

    Drain width: 3Drain width: 3--20 120 1--6 meters6 meters Length to Width ratio: L:W = 2Length to Width ratio: L:W = 2 -- 20:120:1

    PVC or plastic linerPVC or plastic liner

    Impervious soil (clay) cap (1 meter)Impervious soil (clay) cap (1 meter)

    Consider settling basin at ALD outlet for metals collectionConsider settling basin at ALD outlet for metals collection

    *

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    2. Vertical Flow Wetlands(VFWs)

    2. Vertical Flow Wetlands(VFWs)

    Overcomes limitations ofOvercomes limitations of ALDsALDs forforgenerating alkalinitygenerating alkalinity

    Vertical flow through an organic layer and anVertical flow through an organic layer and anunderlying limestone bedunderlying limestone bed

    Adds alkalinity through bacterial sulfateAdds alkalinity through bacterial sulfate

    reduction and limestone dissolutionreduction and limestone dissolution Highly acid water can be treated by passageHighly acid water can be treated by passage

    through a series ofthrough a series of VFWsVFWs

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    Typical VFW Cross-Section

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    Typical VFW Treatment System

    Sed. PondVertical

    Flow

    Wetland

    Sed. PondAerobic

    Wetland

    (optional)*

    discharge

    AMD Source

    * Typically a sediment pond/vertical flow wetland system

    combination is 80-90 % efficient in removing iron; therefore,

    an aerobic wetland is recommended for further iron removal.

    Flush

    Pond

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    VFW Treatment System - Centre County, PA

    AMD source (influent)

    Sed. Pond #1

    Aerobic Wetland #1

    VFW #1

    Sed. Pond #2

    Aerobic Wetland #2

    VFW #2Sed. Pond #3

    Treated effluent

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    Typical Parameters:

    a. Water depth = 0.15 1.5m

    b. Organic layer = 0.15 0.6 m

    c. Limestone depth = 0.45 1.5 m

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    Typical Treatment System Costs, U.S.

    Alkaline DischargesAlkaline Discharges

    $490 per ton of iron treated per year$490 per ton of iron treated per year Moderately Acidic discharges (acid loads 100Acidic Discharges (acid loads > 100

    tons/year)tons/year)

    $295 per ton of acid treated per year$295 per ton of acid treated per yearAnoxic Limestone DrainsAnoxic Limestone Drains

    $600 per ton of acid treated per year$600 per ton of acid treated per year

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    Treatment SystemConstruction Costs,U.S.

    Aerobic wetlands and settling pondsAerobic wetlands and settling ponds $50,000$50,000 -- $100,000 / hectare$100,000 / hectare CompostCompost

    wetlands and SAPSwetlands and SAPS

    $100,000$100,000 -- $150,000 / hectare$150,000 / hectare

    Anoxic Limestone DrainsAnoxic Limestone Drains

    ~$15~$15 -- $30 / ton of LS Placed$30 / ton of LS Placed

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    ACTIVE MINE PIT-Water Management

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    WATER MANAGEMENT

    Erosion and Sediment ControlErosion and Sediment Control Infiltration BarriersInfiltration Barriers

    Caps: synthetic, grouts, claysCaps: synthetic, grouts, clays

    Ground water interceptorsGround water interceptors

    Drains and trenchesDrains and trenches

    Induced RechargeInduced Recharge

    Direct recharge through alkaline materialDirect recharge through alkaline material

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    Acid Mine Soils

    Add Lime, Soil Cover or Both

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    Root Growth Stopped in Acid Minesoils

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    Lime Application to Acid Minesoil

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    Lime Placed One meter Deep in Acid Minesoil

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