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    5

    th

    Annual

    Growing

    the

    Margins/

    3

    rd

    Annual

    Canadianfarm&FoodBiogasConference

    .

    Feedmixture(Recipe)developmentformixedwastedigesters

    Presente By:As wan umar,P.Eng.

    Sr.ProcessEngineer

    OVIVO IGWEFeb28,2011

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    Ovivoataglance

    Theonly

    global

    Pure

    Water

    Company,focusedonwater.

    Atrue

    global

    business

    dedicatedsolelytowater,

    wastewaterandrenewable

    1500employeesin5

    continentsand

    21

    countries.

    energyfromwaste.

    1,500employees

    on

    5

    Waterexpertisein17

    industries.

    continentsand21countries.

    Mostextensivetechnology

    Supportedthrough15

    GlobalCentersof

    Excellence.

    por o o;

    r ng ngexper se

    together

    2

    ,

    Builders,Completesystem

    providers

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    200yearsinthemaking

    3

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    Biomethanation Expertise/Structure

    Limited(GWE)

    GLOBALWATERENGINEERINGorGWE isagroupofcompaniesspecializedin

    industrialwastewatertreatment,waterrecycling,digestionofbiomass,sludges

    andslurries,biogasproductionandreuse,andcarboncredits.

    GWE designsandbuildstailormadesolutionsthatmeettheclientsneeds.

    4

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    Biomethanation Expertise/Structure

    Createdbytwoleadingglobal

    companiesinindustrialGLV

    wastewatertreatment, LV an

    GlobalWater

    Engineering

    Limited

    (GWE)GWEOvivoGWE,anindustrial

    wastewater

    treatment,

    water

    use,

    Technologyexpertise

    AdvancedADprocess

    Productintegration

    providerfortheNorthAmerican

    marketplace.

    500+AD

    re erences

    IndustrialandmunicipalTechnology,

    5

    ProductsServices:OakvilleProductsServices:OakvilleON,MontrealON,MontrealQC,AustinQC,AustinTX,BelgiumTX,Belgium

    Europe&

    AsiaEurope

    &

    Asia

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    GLVoffices

    Agents,licenseesand

    partnersworldwide

    6

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    OVIVOIGWEAdvantage

    1. Completeprojectwrapup

    2. PreTreatment

    3. Pretreatmentenhanceddigestion(RAPTORTM)

    4. Solidseparation

    .

    z

    6. Digestate treatment.

    7

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    QubecProjects

    Quebec1Location: Landfillsite

    ProjectType: PPP(51%public,49%Private)

    Substrate: SSO

    Slaughterhousesludge

    Commercial,Institutionalresidues

    Biogas: Upgrading,compression,usedincity

    truc san uses

    Digestate: Mechanicaldewatering

    Liquidandsolidfertilizer

    Quebec2Location: Industrialpark

    ProjectType: PPP(66%public,34%Private)

    Capacity: 80to90000t/yr

    Su strate: SSOAgrifoodresidues

    Commercial,Institutionalresidues

    Biogas: H2Sremoval,usedinethanolplant

    Di estate: Mechanicaldewaterin

    8

    Liquidandsolidfertilizer

    UF/ROtreatment

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    ProjectsEngineered(Ontraio)

    HarvestPowerMustangRaptorProject,LondonONLocation: LondonON

    ProjectType: Private

    Capacity: 60to75000t/yr

    Substrate: CoFeed

    DAF,Market

    waste,

    Kitchen

    Waste

    ,aerobic

    Biogas: CombustedinCHPtogenerateElectricity

    Digestate: Mechanicaldewatering

    Solidfertilizer

    9

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    HarvestPowerMustangRaptorProject,LondonON

    (AnotherView)

    10

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    RAPRAPIDID

    TTRANSFORMATIONRANSFORMATION

    OORGANICRGANIC

    RRE D EE D E

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    RAPTORTM

    TM TM

    1. Efficientandrapidconversionof organic

    residuestobiogas

    1. Energycrops,Corn(silage),VariousGrasses,Algae

    2. Agricultureresidues

    3. Market sur lus kitchen waste restaurant waste

    2. Diversepretreatment totreatcomplexorganic

    matter

    4. Off specfruit&vegetables,Excessharvest

    (tomatoes,)

    5. Agroindustryresidues:

    6. Beetpulp,

    Tapioca

    pulp

    . owres uepro uc on

    4. Accurate,labtestedandcomputer aided

    processdesign

    . ege a e po a owas e

    8. Fat, Oil&Grease,DAF,CDAF

    9. Blood&otherwastesfromrenderingplants.

    Industrialresidues Brewerywaste

    5. Continuous,easyandpractical operation

    6. Flexibleprocess,easilyadaptablefor new

    Fruitprocessing

    wastes

    Papermillsludge

    su strates

    12

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    Pretreatments

    to

    increase

    speed

    and

    yield

    of

    anaerobic

    digestion

    process

    Enzymatic forcellulosic/hemicellulosicsubstances

    Chemical mild

    caustic

    treatment

    for

    polysaccharides/proteins

    erma s urry ea ng oran ma pro uc s,pro e ns a s

    Mechanical particlesizereduction;finemashing

    Biological ThermophilicAcidificationReactor(TAR)

    13

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    ORGANICRESIDUES

    TAPIOCAINDUSTRY

    BANANAPINEAPPLE

    POTATO

    MUNICIPALSOLID

    WASTE

    ENERGYCROPSCORN

    GRASSES

    ORGANICFRACTIONOFMSW

    RESTAURANTWASTES

    SUPERMARKETWASTES

    GREASE

    STARCH

    SLURRIESMUNICIPALSLUDGE

    MANURESPIG,DAIRYCOW

    POULTRY

    INDUSTRIAL

    WASTESFOODINDUSTRY

    SLAUGHTERHOUSE

    FOG,DAF FLOAT

    14

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    Samples

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    Economicalevaluationofthemix(feedsubstrates)

    AdditionalRevenue

    i. Risk

    i. Technical

    ,

    Legal

    &

    Safety

    challengesii. Cofeedormainfeed

    iii. Quantity&Quality Seasonal,RegularORSpotopportunity

    iv. Processingii. Gain

    i. TipFee onreception&processing

    . ona

    energy

    can

    you

    expor

    aiii. Additionalfertilizer Impactionfertilizerquality?

    .

    distance,

    low

    energy

    and

    more

    impurities

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    Economicalevaluationofthemix(feedsubstrates)

    Additionalrequirements

    1. Technical

    equipment,

    2. Contaminantremoval

    3. Homogenization,mixing,hygienization andstorage

    Impacton

    . u r en

    a ance2. Digestate quality

    .

    4. Process

    economics

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    SubstrateClassification

    1. Protein C4H6ON ric waste

    2. Fat[C15H31COOH]

    rich

    waste

    3. Carbohydrate[C6H12O6]richwaste

    18

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    SubstrateClassification

    Typeof

    Substrate VS

    Reduction

    BiogasProduction

    (lper

    kg

    VS) CH4

    in

    the

    gas

    Protein 75% 700 71%

    Fat 90% 1250 68%

    Carbohydrate 50% 747 50%

    Biogasyieldsfromplantconstituents(Braun2007)andslurries(Baserga 1998).FromJewell&McCartyworkin1960sand1970s

    19

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    Study FeedMixture(Recipe)developmentforCoDigestionDigesters

    S onsored b

    Doneat

    Studyplandevelopmentandtrialsupervision

    AshwaniKumar P.En .

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    Substrate &Recipetesting

    . na y ca ys ca em ca c arac er za on

    2. BioMethanePotential(250mlreagentbottles)

    3. BenchScaletesting(8Lto20L)

    4. PilotTesting(300L)

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    PilotUnit Theconcept

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    Capacity 200LitWorking+100LitGasHolderVolume

    GasSpace

    LiquidSpace

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    FeedingFunnel

    Pressure

    Measurement

    GasFlowmeter

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    BasisofRecipeDesign:

    1. Watersolubilityoftheorganics

    2.Specific

    Nutrient

    ratios

    such

    as

    Optimized

    C:N

    ratio

    and

    C:N:P:S

    ratio

    3.Consistentfeedavailability throughout theyear.

    4.Avoidthetoxicityinfeedmixture onaccountofPhytochemicals, Azo dyes,

    Surfactants,Aliphaticcompounds, Aromaticcompounds, Salts(eg.Na+,K+,Ca2+),

    Heav metals Ammonia Inor anicScom ounds Proteins&Aminoacids

    Formaldehyde,Cyanide(CN)etc.

    5.Optimized biogasyieldbyselectingtherightmixoffat,proteinsandlipids.

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    Technicaloptimizationofthemix(feedsubstrates)

    1. Differentmixtureformulation (recipe) isdonewithpreliminarydesktopreview

    based onsubstrateavailabilityintheregion andpracticalfieldfeedback.

    2. Theproposed

    recipe

    is

    validated

    and

    tweaked

    based

    on

    the

    recommendation

    o f t he tec hno lo rov ider ex er ts.

    3. Allindividualsubstratesaretestedfo rphysicalandchemical properties and

    arethen

    digested

    to

    get

    the

    bio

    methane

    potential

    (BMP)

    to

    get

    CH4

    yield

    /Kg

    ofVSfeed.

    4. Recipeisdigestedina20litre benchscaledigestertooptimizethedigestion

    processan un e rs an spec crequ remen sre a e o epar c u arrec pe.

    5. Theprocessistransferredtothe200Litre pilotunittovalidatethedesign

    assumptions.

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    Organic Loading Rate (OLR)(as Kg VS/M3 of Digester/day)

    4.00

    .

    3.00

    3.50

    2.50

    1.50

    2.00

    0.50

    1.00

    0.0028May 2Jun 7Jun 12Jun 17Jun 22Jun 27Jun 2Jul 7Jul 12Jul 17Jul 22Jul 27Jul 1Aug 6Aug 11Aug

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    Biogas Production [Liter/day]

    900

    700

    800

    500

    600

    300

    400

    100

    200

    0

    28

    May09

    30

    May09

    1Jun09

    3Jun09

    5Jun09

    7Jun09

    9Jun09

    11

    Jun09

    13

    Jun09

    15

    Jun09

    17

    Jun09

    19

    Jun09

    21

    Jun09

    23

    Jun09

    25

    Jun09

    27

    Jun09

    29

    Jun09

    1

    J

    ul09

    3

    J

    ul09

    5

    J

    ul09

    7

    J

    ul09

    9

    J

    ul09

    11

    J

    ul09

    13

    J

    ul09

    15

    J

    ul09

    17

    J

    ul09

    19

    J

    ul09

    21

    J

    ul09

    23

    J

    ul09

    25

    J

    ul09

    27

    J

    ul09

    29

    J

    ul09

    31

    J

    ul09

    2Aug09

    4Aug09

    6Aug09

    8Aug09

    10

    Aug09

    12

    Aug09

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    Proteinrichwaste

    .

    .

    ,

    ,

    YoudontwanttobringthemtoyourAD)orsoluble.

    b. UnlikeCarbohydratehydrolysisthatfavours slightacidpH,Proteinhydrolysis

    requireaneutralorweeklyalkalinepH(McInerney 1988)

    c. UnlikeCarbohydrateFermentationthatlowerthepHduetoformationofVFA,

    fermentationofaminoacidsdonotleadtosignigicat changeinpHduetoacid

    andammoniaformation.

    d. Butmostimportant forprocess&operationis watchoutforSulphur

    29&Nitrogen

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    MixerFailure

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    SolidSeparationTrials

    31

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    SolidSeparationTrials Th.designvs.Actual

    Sl.# ParameterPerformance

    Comments

    SuspendedsolidsThiswas repeatedon72literpilot

    separationefficiency

    test

    2 Suspended

    solids

    in

    170mg/l

    3Polymer

    ConsumptionNorm

    350g/m3

    (13.4Kg/T S)

    4FerricSulphate

    Norm1574g/m3

    This isnotrequiredtomeetthe

    requirements,butithelpedin

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    Digestate analysis

    # Parameter(PhaseI)

    MaytoNov2009

    (PhaseII)

    Nov2009

    to

    May

    2010

    (PhaseIII)

    StabilizedDigestate

    1BOD,mg/l 516 1490

    2 Totalsolids,mg/l 170 6550 42047

    3, ,

    mg/l6.22 86.7

    4 TKN,mg/l 2190 1830 5100

    5 AmmoniaN,mg/l 1390 1050 3510

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    40005.0

    Ammonia Vs TIme

    3500

    4.0

    4.5

    2500

    3000

    3.0

    3.5

    /kg)

    gVS/cum

    )

    2000

    2.0

    2.5

    A

    mmonia(mg

    anicLoading

    (

    1000

    1.0

    1.5

    Or

    0

    500

    0.0

    0.5

    5/28/2009 6/28/2009 7/28/2009 8/28/2009 9/28/2009 10/28/2009 11/28/2009 12/28/2009 1/28/2010

    TIme

    Organic Loading Rate Self Calulating Kg VS/M3 Ammonia mg/kg

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    Waste Nodefinitiveboundary

    Sample Ash Carbohydrates Protein FatTotal

    NitrogenAmmonia

    Blood 1.27% 7.98% 3.45% 2.00% 0.48% 765

    35

    Manure 0.76% 0.20% 17.49% 0.20% 0.44% 1980

    Thereis

    no

    Black

    or

    White

    Substrate

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    Conclusion

    Recipe (Physio Chemicalchecks)

    a. Checkforavailability&handling

    b. Takearepresentative

    sample

    and

    do

    (or

    ask

    for)

    some

    tests

    c. C ec orNutrientBa ance

    a. COD:N:P of350to100:7:1

    b. RightC:Nofthemix(around20:1)

    +. , , , , ,

    e. Checkforchemicalprecipitation(Calcium,Struvite) risks .

    36

    f. Checkforheavymetals youdonotwantyourbiosolidstobeuntouchable

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    Conclusion

    Recipe (Physio Chemicalchecks)

    g. Checkforprocessstability

    Temperature.

    pH

    Noofstagesetc.

    h. Dosomelab/pilotscaletrialsbeforeexperimentingonthefullscaleplantto

    .

    i. If timeiscriticalthenminimumperformATA(anaerobictoxicityassay)test.

    37

    j. Ensuretrailsaredonelongenoughtoachievestabilizedoperationtoget

    realisticresults.

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    ThankYou

    38