PCE 455- Lecture 6x

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    Industrial Wastewater

    1

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    Industrial Wastewater

    The water or liquid carriedwaste from an industrial processThese wastes may result from

    any process or activity ofindustry, manufacture, trade orbusiness, from the developmentof any natural resource, or from

    animal operations such asfeedlots, poultry houses, ordairies

    The term includes contaminatedstorm water and leachate fromsolid waste facilities

    Waste material (solid, gas orliquid) generated by acommercial, industrial ornonresidential activity

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    What is pollution?

    Pollution means

    !changesin thephysical, chemical and biological characteristics of

    air, land and water

    harmsfor the human and other living species, and,!degradationof the ecosystems

    """the undesirable state of the natural environment being

    contaminated with harmful substances as a consequence of human

    activities

    #or e$ample, Water Pollution refers to contaminantsin aquatic

    ecosystems (streams, la%es, etc) which render them un&t for a

    particular use"

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    Pollutants can reach:

    1" 'ir

    " Water

    " *olid waste

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    Water standards:

    Drinkable

    Recreation:swimming, fshing.

    Irrigation

    Water impurities may or may not be harmful+ it depends on

    The amounts and nature of these impurities,

    The ne$t use to which the water will be put, and

    The tolerance of these impurities for the ne$t use"

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    Types and characteristics of wastewaters:

    Contaminants Reason for importance

    Physical suspended solids They can lead to the development ofsludge deposits"

    Chemical biodegradable

    organics

    When discharged untreated to theenvironment, they lead to the depletion of

    natural o$ygen resources"

    Nutrients If discharged, they can lead to waterpollution"

    a!ardous ecause of their characteristics(e"g",to$icity, -ammability) are dangerousfor human health and the environment"

    ea"y metals They can negatively impact uponbiological waste treatment processes"

    Dissol"ed inorganic solids They are result of water use, and mayhave to be removed if the wastewater is to

    be reused"

    #iological pathogens .ommunicable diseases can betransmitted by the pathogenic organism in

    wastewater"

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    Water standards

    Industrial e$uent standards

    Parameter %e&ico a '() b Canada c

    *otal suspendedsolids, +mgl-

    1/0 1/

    #D/, +mgl- 0 /2 1/

    p /310 234 2310"/

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    What is BOD?

    y de&nition, 56 is the quantity of o$ygen required for the stabili7ation

    of the o$idi7able organic matter present over / days

    of incubation at 0o

    .+ that can be e$plained as a measure of the

    o$ygen required by microbes to degrade a sample of e8uent"

    The organic content of the water can be estimated by the 56"

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    Biochemical Oxygen Demand (BOD)

    Definition: The amount of dissolved oxygen utilized by microbes for

    the biochemical oxidation of organic (carbonaceous BOD) and

    inorganic (autotrophic or nitrogenous BOD)

    The 56 test was developed in 1409s" This is a &ve day test that

    measures the amount of 5consumed in a wastewater sample by

    a mi$ed population of heterotrophic bacteria in the dar% at 0o

    . 56 of wastewater is typically 1103::0 mg;< and must be

    reduced to 0 mg;< for discharge

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    56 = 6i> 6f P

    where6i= initial dissolved 5concentration

    6f= &nal or /3day dissolved 5concentration

    P = volumetric fraction of wastewater

    ?$ample / ml wastewater is added to a 00 ml 56 -as%

    P = / = 0"012 6i= @ mg;< 6f= mg; = /4 mg;< 0"012

    5$idation is usually 2030A complete after / days

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    Total Organic Carbon (TOC)

    TOC is measured using a TOC analyzer The sample is combusted and

    organic carbon !uantified using infrared detection

    .hemical 5$ygen 6emand (.56)

    .56 is measured following digestion at high temperature with

    strong o$idant such as chromic acid, or sulfuric acid;potassium

    dichromate" The chromate ion reacts with the .56 producing a

    color that is measured"

    If .56 BB than 56 what does this meanC

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    Why should we minimize the use of water?

    Water is such an important part of many manufacturing

    processes that we must consider ?8uent Treatment as a

    part of the main process because of the great amount

    always involved"

    Water is abstracted from aquifers and rivers, treated and

    supply to industries and homes for diDerent uses+ used

    water is supposed to be treated and discharged again into

    the rivers" Eost of the times, this water returns to its

    natural environment but unfortunately, with a greater

    heat content or with some substances added"

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    Why should we minimize the use ofwater?

    It is also important to minimi7e use of water because of several reasons

    #resh water is often scarce" Figh costs involved operating e8uent

    treatment plants"

    6iGcult to separate all the elements that pollute water"

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    Industrial pollution problems

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    Industrial pollution problems:

    The main pollution problems are related to

    Increasing use of water for agriculture"

    The increase of aqueous e8uent to receiving water"

    Population growth" Industrial products and services"

    The mental, technical, &nancial, regulatory and institutional barriers

    to implement preventive modern technologies"

    R0('1*(:

    Ecosystems decline.

    Industrialization social costs.

    The increase of human diseases"

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    Tier 1

    The petroleum industry

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    The Petroleum Industry:

    .rude oil re&ning operations involve e$tracting useful petroleum

    products from crude oil" .rude oil contains fractions of napthas,

    gasoline, gas oils, diesel fuel, asphalt, Het fuel and lubrication fuels"

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    The Petroleum Industry:

    Production wastes in the petroleum industry can be grouped broadlyinto classes

    Wastes related to drilling including chemical additives treatment

    and disposal of oil drilling wastes ta%es place either on or oD thedrilling site"

    Wastes related to oil production, primarily produced water

    The volume of produced water e$ceeds the volume of drilled wastes"

    If environmental quality standards are not e$ceeded the remaindermay be discharged to surface waters" The maHority of producedwater is disposed of underground through inHection wells and it ispermitted under "*" ?P' control programs"

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    What is refinery effluent?

    Petroleum re&neries use large volumes of water in their processes"

    The wastewater contains ha7ardous chemicals

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    Refinery wastes:

    ?missions from re&neries include

    *ulphur o$ides

    Jitrogen o$ides

    en7ene, toluene and $ylene

    K5.

    Wastewater containing 56 levels

    Feavy metals

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    Pollution )ppro&imate 2uantities

    Cooling systems "/3/ mof wastewater generated per ton of crude"

    Polluted wastewater

    56 1/03/0 mg;l

    .56 003200 mg;l

    phenol 0300 mg;l

    oil 100300 mg;l (desalted water)

    oil /000 mg;l in tan% bottom

    ben7ene 13100 mg;lheavy metals 0"13100 mg;l

    (olid waste andsludge

    to / %g per ton of crude (@0 A should be considered as ha7ardous wastebecause of the heavy metals and to$ic organic presence)"

    3C emissions 0"/ to 2 %g;ton of crude"

    thers emissions

    TL (en7ene, Toluene and Lylene) 0"/ to 2 g;ton of crude*ulphur o$ides 0"30"2 %g;ton of crudeJitrogen o$ides 0"00230"/ %g;ton of crude

    Wastes enerated:

    (Pollution Prevention and Abatement Handbook World Bank Group)

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    Prorams for reducin pollution

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    !o"ernment prorams for reducinpollution:

    #or sustainable development, governmental pollution prevention

    programs can best counteract the pressure to invest in Mend of

    pipeN pollution solutions by demonstrating the economic and

    environmental bene&ts of a source reduction approach, ma%ingtechnical information available and providing technical

    assistance"

    ?P' has been wor%ing with industry and government representing

    environmental, community and wor% force issues to prevent

    pollution at the source prior to Mend of pipeN treatment"

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    !o"ernment prorams for reducinpollution:

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    Prorams for reducin pollution:

    Eanufacturers could implement a variety of

    improved management procedures

    that would aid pollution reduction

    Environmental audits" Identify (inventory) and correct problems (strategies

    to achieve reductions) that generate wastes"

    Regular preventive maintenance" Inspection, maintenance and

    replacement of equipment"

    Material handling and storage" ?missions of ha7ardous material must be

    avoided" There should be labels of all containers and &rst aid

    recommendations"

    Employee training" Well informed employees are better able to ma%e

    valuable waste reduction suggestion"

    Operating manual and record eeping" Oood facility documentation

    process procedures, control parameters, ha7ards and operator

    responsibilities" Tier 1

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    #n"ironmental prorams:

    *ome industries may see no diDerence between end of pipe pollution control and

    a front end pollution prevention control"

    The importance is that those industries may not go beyond the &rst stage of waste

    reduction"

    's the environmental concern deepens, industries have to move further up the

    production chain

    ?nd of pipe solution to wastes and pollutants+ and later

    Internal process modi&cations to reduce emissions and wastes, and

    eventually

    edesign products to achieve a ma$imum level of recycling of raw

    materials and minimi7ation of wastes after the products are used"

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    $ome measurements to sa"e water:

    4eep water e$uent streams separated.

    Reuse water as close to source as possible.

    Recycling whene"er it is possible.

    #etter control o5 usage with automated systems.

    Checking and control o5 leaks.

    6hen buying new e7uipment, e"aluate water8e9ciency

    models including accessories.

    Reducing the 7uantities o5 chemicals so that the amount o5

    dilution water will be reduced.

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    Reusin water:

    It is not only possible but necessary to reuse wastewater of a process

    stream before it leaves the plant accomplished by piping, diluting

    or treating some of the e8uents before using them again"

    *ome plants are now using closed systems, so that there are nowater discharges"

    Qero discharges has been practiced in locations where water is

    scarce, and may involve technologies for removing suspended and

    dissolved solids"

    .omplete deminerali7ation is relatively e$pensive, however, in somecases wastewater discharges can be reduced signi&cantly with

    other less e$pensive technologies"

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    Treatment processes

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    #%pectations of a water treatment proram:

    The e$pectations from a water treatment program should be

    integrated to include all aspects of the program, from the proposal

    through to the implementation stages"

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    Treatment Proram

    's we will see in the ne$t diagram, the e$pectations that agood treatment program should give us are listed below

    5verview of a new or e$istent problem"

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    Treatment Proram

    New orProblem(ystem

    Plant(tudy

    1ab(tudy

    ProposalImplementProgram

    ollow8up

    New Product*echnology

    *ystemundercontrol

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    Wastewater treatment processes:

    Wastes are generated by every industrial enterprise, and this wastescan either be liquids or solids"

    Wastewater treatment can be divided into three stages

    !. "rimary treatmentthat uses physical operations to remove free

    oil and;or suspended solids"

    #. $econdary treatmentto remove dissolved contaminants

    through chemical or biological action, and

    %. Tertiary treatmentfor the removal of residual contaminants"

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    $eparation order

    This list shows how separation is carried out

    Primary treatment

    *edimentation

    'eration

    *econdary treatment

    Tertiary treatment

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    Treatments&

    Primary treatmentprepares the wastewater for biological

    treatment"

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    Treatments&

    The tertiary treatmentremove speci&c residuals" y &ltration,suspended colloidal solids can be removed+ adsorption removesorganics by granular activated carbon (O'.)+ and chemicalo$idation also removes organic compounds"

    Tertiary systems have to treat great amounts of wastewater, sothey are e$pensive"

    When streams rich in heavy metals, pesticides or other substancesthat may pass through primary treatment and inhibit biologicaltreatment are present, in-plant treatmentsare necessary"

    Precipitation, activated carbon adsorption, chemical o$idation, air orsteam stripping, wet air o$idation, ion e$change, reverse osmosisare some of the methods useful when in3plant treatments are to beused"

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    The tertiary treatment&

    Tertiary treatment is a polishing step" Its importance is that rather

    than have to &nd solutions at the end of pipe, where primary and

    secondary treatments are used to, it is possible to minimi7e some

    to$ics or ha7ardous components in the process before they are

    combined with other less Mha7ardousN"

    iological treatment usually produces a 90;09 e8uent with no more

    than 0 mg;l suspended solids and 0 mg;l 56"

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    Tertiary treatment

    Fowever, river -ows have decreased owing to drought conditions" In these

    circumstances, new limits are imposed on the quality of the &nal e8uent"

    The treatment processes beyond the secondary treatment to achieve the

    required limits inthe processare well %nown as tertiary treatments"

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    In plant treatment

    efore end of pipe wastewater treatment, a program of waste minimi7ation

    should be initiated"

    !. Recirculation" In the paper board industry, white water from a paper

    machine can be put through a save all to remove the pulp and &ber

    and recycled to various points in the process"#. $egregation" .lean streams are separated for direct discharge"

    %. &isposal" In many cases, the total discharge 56 and suspended

    solids can be reduced by removal of residue in semidry state for

    disposal"

    '. Reduction" The use of automatic cutoDs can reduce the wastewatervolume"

    (. $ubstitution" The substitution of chemical additives of a lower

    pollutional eDect in processing operations"

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    "

    Tier 1

    Wastewater treatment processes:

    Process selection

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    'iure () *onceptual treatment proram fororanic and to%ic industrial wastewater

    Tier 1

    rganicstreams

    (treams containing

    hea"y metals

    %ineralstreams

    (ource control

    igure ;.

    07uali!ation

    Neutrali!ationilgrease remo"al

    (uspended solids

    #iological treatment

    inal disposal

    #iodegradable"olatile

    *o&ic andor

    nonbiodegradable

    To de&ne the wastewater treatment problems, a preliminary analysis should be carried out

    #or wastewaters containing nonto$ic organics, process design criteria can be obtained from lab

    studies"

    (Eckenfelder, 2000)

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    $ource treatment:

    *ource reduction is any activity that reduces or eliminates the

    generation of ha7ardous wastes at the source

    The fundamental goal is to enact changes in consumption, use and

    waste generation patterns associated with products

    Tier 1

    goal

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    $ource treatment:

    *ource treatments involves diDerent de&nitions of source reduction,

    but the general consensus appears to be that include any in3plant

    actions to reduce the quantity or the to$icity of the waste at the

    source"

    ?$amples include equipment modi&cation, design and operations

    changes of the process and products and substitution of raw

    materials"

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    'iure +) ,aboratory studies for hea"ymetals-"olatile oranics

    Tier 1

    Prioritypollutants

    scan and

    bioassay

    ed

    batch

    reactor

    1ong8term

    biodegradation

    Priority

    pollutants

    scan and

    bioassay

    07uali!ed

    sample

    )ir or steam

    strippingChemical

    o&idation

    reduction

    Precipitation

    (ource

    treatment

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    'iure .) Treatment of to%ic wastewater:In/plant treatment

    Tier 1

    Ion

    e&change

    iltration

    Precipitation

    &idation

    reduction

    Polymeric

    resins

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    0ethods for suspended solids remo"al

    Sedimentationis the more common technique in wastewater

    treatment because it involves little mechanical equipment and it is

    very stable to operate" Fowever, there are some situations where

    -otation is a better choice"

    Flotationis a good technique for solids removal when the

    density diDerence between water and the solids is marginal, or thesolids have a high fat or oil content"

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    0ethods for suspended solids remo"al

    Coagulationis employed for removal of waste materials in

    suspended or colloidal form" .olloids are particles within the si7e

    range of 1 nm to 0"1 nm, do not settle out on standing and can not

    be removed by conventional physical treatment processes"

    Precipitation.In the water treatment, the precipitation process

    is used for softening (removal of the hardness caused by calcium

    and magnesium) and removal of iron and manganese"

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    'lotation:

    6issolved air -otation, which is a common technique" This technique

    basically consists on inHecting an aqueous stream containing

    dissolved air into the wastewater " The dissolved air forms

    bubbles when it comes out of solution and carries suspendedparticles, which tend to concentrate at the bubble wastewater

    interface, to the surface, where they form an emulsion"

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    'lotation:

    Tier 1

    Oeneral diagram for -otation methods

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    *oaulation:

    Paperboards wastes can be eDectively coagulated with low dosages

    of alum" *ilica or polyelectrolyte will aid in the formation of a rapid

    settling -oc"

    Wastes that contain emulsi&ed oil can also be clari&ed bycoagulation"

    #or eDective coagulation, al%alinity should &rst be added, " 'fter

    addition of al%ali and coagulant, a rapid mi$ing is recommended"

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    1ea"y 0etals Remo"al:

    Tier 1

    0)3= %0*)1( R0%3)1 *0CN1

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    The Bioloical Treatment

    Tier 1

    In>uent

    wastewater

    Physical and

    chemical treatment#iodegradable

    igh

    strength

    )naerobic

    treatment

    Discharge P)C*Inhibitory

    Nondegradable

    5raction

    Polished

    e$uent

    Dispersed

    growth system

    Complete mi&

    system

    Readily

    degradable

    Nitrogenremo"al

    re7uiredi&ed

    ow system

    (elector

    system Polished

    e$uent

    igh

    strength

    =es =es

    =es

    =es

    =es

    =es=es

    No

    No

    No

    No No No

    No

    (Eckenfelder, 2000)

    )hen biological

    treatment is

    needed+ there

    are several

    options

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    The bioloical treatment: typical operatinparameters and dimensions

    Tier 1

    Treatmentmethod

    Mode of operationDegree oftreatment

    Land requirements Equipment Remarks

    Lagoon

    Intermittent or continuous

    discharge; facultative or

    anaerobic

    IntermediateEarth dug; 10-60 days

    retention

    Odor control

    frequently required

    ctivated

    lagoons

    !om"letely mi#ed or facultative

    continuous basins

    $igh in summer;

    less in %inter

    Earth basin& '-16 ft

    dee"& '-16 acres(

    )million gal(d*

    +ier-mounted or

    floating surface

    aerators or

    subsurface diffusers

    ,olids se"aration in

    lagoon; "eriodic

    de%atering and sludge

    removal

    ctivated

    sludge

    !om"letely mi#ed or "lug flo%;

    sludge recycle

    .0/ removal oforganics

    Earth or concretebasin; 1"0 ft dee";

    2000-320000ft3()million gal(d*

    4iffused or

    mechanical

    aerators; clarifier

    for sludge

    se"aration and

    recycle

    E#cess sludge

    de%atered and

    dis"osed of

    5ricling filter!ontinuous a""lication; may

    em"loy effluent recycle

    Intermediate or

    high& de"ending on

    loading

    2-1700 ft ()milliongal(d*

    +lastic "acing 0-

    70 ft dee"

    +retreatment before

    +O58 or activated

    sludge "lant

    9:! ultistage continuous Intermediate or high +lastic diss,olids se"aration

    required

    naerobic

    !om"lete mi# %ith recycle;

    u"flo% or do%nflo% filter&

    fluidiacre*

    luminum irrigation

    "i"e and s"ray

    no

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    2d"anced wastewater treatments

    'dvanced wastewater treatment is de&ned as the processes that remove more

    pollutants from wastewater than the conventional treatments" This term

    may be applied usually as tertiary treatment, but most of their goals are to

    remove nitrogen, phosphorus, and suspended solids"

    'dvanced treatments include .hemical coagulation of wastewater

    Oranular media &lters

    ltra&ltration

    Jano&ltration

    Wedge3wire screens

    Eicroscreening

    6iatomaceous earth &lters

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    Tier 1

    3olume and disposal reduction

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    3olume reduction

    Kolume reduction can be used to reduce treatment cost and to

    reduce handling and disposal costs for residues remaining after

    treatment" Kolume reduction can be accomplished by using a

    variety of methods

    euse of treated wastewater and wastes

    Treatment modi&cations to reduce solid residues

    *egregated treatments to reduce ha7ardous waste mi$tures

    Incineration to reduce waste volume and to render a ha7ardous

    waste nonha7ardous"

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    Reduction of waste production and disposal"olumes

    $imple dewatering the sludge is discharged into a series of tan%s

    and allowed to settle" Top water can then be decanted" This

    method reduce the volume of sludge for disposal"

    /omposting the material is mechanically turned at intervals, force

    aerated and often contained in a building where heat losses, odor

    and water content can be controlled"

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    &igestion is the slow degeneration of the organic content of

    sludge by obligate anaerobic bacteria to simpler compounds3

    carbon dio$ide, water and anions (nitrate, sulphate, phosphate)"

    6igestion is one of the few sludge treatment processes in which a

    signi&cant reduction of pathogens is possible"

    The digestor gas produced is 2/30A methane, 03:A carbon

    dio$ide, and traces of sulphur compounds" The collected gas is

    burnt in a boiler to %eep the digestor warm and the e$cess put to

    further heating or power generation purposes"

    Tier 1

    Reduction of waste production and disposal"olumes

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    Reduction of waste production and disposal"olumes

    Incineration its main advantages lie in the complete destruction of

    organic compounds, the ash being inert and usually less than /A

    of the original sludge volume"

    Eost incinerators are of the -uidi7ed bed variety"

    Tier 1

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    2 waste manaement diaram&

    6astedisposal

    6aste

    treatment

    6aste

    recycle

    'pgrade

    operation

    Redesign

    process

    (ubstituteraw material

    Increasing 0?ecti"eness

    o5 waste management