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Composting of

Municipal Solid Waste

(MSW)

Caitriona Gaffney

Deirdre Mulchrone

Teresa Conway

Overview

INTRODUCTION - CAITRIONA GAFFNEY

Definition, Sources, Characterisation, End Products

INTERMEDIATE - TERESA CONWAY

Waste Hierarchy, Legislation, Microbiology, Site Selection,

Types of Systems

CONCLUSIONS - DEIRDRE MULCHRONE

Environmental Factors, Problems, Economics

Introduction – Caitriona Gaffney

Definition of MSW & Irish Facts

Sources

Composting & Classification

Compost Grades

End Uses

Who Benefits

What is Municipal Solid Waste?

Mixed waste from Residential, Commercial & Industrial sources

Compostable potential of 60-90%

Composition includes: paper, glass, wood, plastics, soils, chemicals, food waste, plant debris, metals, textiles, street cleaning & OM

Organic material makes up 50-70% of MSW

The fewer the non-compostable materials in feedstock the better the finished compost material.

Recycling

Composting

Combustion

Landfilling

Components of MSW

Municipal Waste Management in EU

Countries

Irish Facts 1998-2005

1998 The national recovery rate of MSW was 9% with

91% going to landfill

“Waste Management: Changing our Ways” published targets to be achieved over 15 year period;

 a diversion of 50% of household waste from landfill,

 recycling of 35% of MW rationalisation of municipal waste landfills – 20 state of the art facilities incorporating energy recovery & enviro protection reduce methane emission from landfill by 80%.

Irish Facts 1998-2005

Changes in waste composition between the years 1995, 1998 & 2001

Irish Facts 1998-2005

2001 - 2,704,035 tonnes MW produced, 4% of the total waste generated

- 86.7% landfilled & 13.3% recycled

2002 - 2,723,739 tonnes MW produced

- Landfill of MW decreased by 5%

2003 - 3,001,016 tonnes MW produced

- EPA carried out survey on waste generation & management.

- Recycling increased by 46%

- 69% of the recyclable waste was recycled abroad

- Export of hazardous waste increased by 56%

2004 - 72% of municipal waste was consigned to landfill

- Landfill capacity will still be used up within the next 10 years

Irish Facts 1998-2005

Provisional data from 6 surveys carried out in Waterford

Coco & Galway City in November 2004 and March 2005

Composting & Classification

Definition:- “Composting is the biological decomposition of the organic constituents of wastes under controlled conditions to a state sufficiently stable for nuisance-free storage and utilization.”

Performed either by households or in large centralised units

Compost systems can be classified on three general bases:

1. Oxygen usage (aerobic & anaerobic)

2. Temperature (Mesophilic 15-40 O C & Thermophilic 45-65 O C)

3. Technological approach (static pile or windrow, and mechanical or "enclosed" composting)

Grades of Compost

Premium Grade

- agricultural and horticultural use

- home use, turf, pot plants

- can be freely traded

- regulations may control the application of nitrogen to land

Regulated Grade

- remediation, restoration, agriculture, forestry and non food crops

- specialist expertise necessary in trading and its use

- regulation of the application

- biological, chemical or physical hazards remain a concern

Engineering Grade

- access to composts is strictly limited

- other risk management measures in place for e.g. uses such as daily cover, or as engineering fill material - in bunds and sound barriers, or as pollution control measures such as biofilters.

End Uses of Compost

Soil Improvement

- soil structure, condition and fertility

Growing media

- component of mixes used to grow crops in containers

Mulches

- suppress weed growth, conserves water and also to maintain soil temperatures. Mulching also protects plants from frost.

Restoration

- used for soil “forming” and soil improvement

Landfill Applications

- improvement of landfill covers – soil formation

Those Who Benefit from the End Uses

Local Authorities

Landfill companies

Waste and sewage companies

Overview – Teresa Conway

Waste Hierarchy

Process Options for Organic Waste

Why Biologically Treat Waste

Legislation & Targets

Physical Processing of MSW

Biological Process of Composting

Biology

Site Selection

Types of Systems

Waste Hierarchy

Composting can be considered a component of

Integrated Waste Management (IWM)

Options near top are more desirable than those at the bottom

Process Options for Organic Waste

Process Options

Landfill Incineration Biological Processing Direct Land Disposal

Anaerobic Digestion Composting Specialised Methods

Marketable Products

Why Biologically Treat MSW?

Reduces waste going to landfill

Estimated to be 10 years’ remaining landfill capacity available for municipal waste

(Nationally in 2004)

Could be the first step in Ireland meeting its waste challenge

% MSW that is biodegradable

80%

70%

60%

50%

40%

30%

20%

10%

0%

25%

35%

60%

Paper &

Cardboard

Food & Garden

Waste

Total

Biodegradable

MSW

(EEA,2003 )

Number of authorised Landfills remaining in Ireland

140

120

100

80

60

40

20

0

126

92

34

1998 2001

No. of Landfills

2002

Legislation & Targets

Taking the Landfill Directive as a framework the following National Landfill Diversion targets were outlined in 1998 in the Policy statement

“Changing Our Ways”.

-The statement includes a number of targets to be achieved over a 15 year time period. Some of these include:

Legislation & Targets

a diversion of 50% of household waste from landfill by 2013

a minimum 65% reduction in biodegradable waste consigned to landfill the development of waste recovery facilities, including the development of composting and other feasible biological treatment facilities capable of treating up to 300,000 tonnes/year

Legislation & Targets

The primary statute law on waste management is contained in –

Waste Management Act, 1996 & 2001 and

Regulations made under the Act

EPA Act 1992 and Regulations under the Act

Regulations made under the European Communities

Act, 1972 in relation to waste management

Landfill Directive 99/31/EC

Biological Process of Composting

Microorganisms + OM -------> H

2

O + CO

2

+ Heat + Humus

3 phases under optimal conditions

(1) Mesophilic - lasts couple of days (~40 o C)

(2) Thermophilic can last a few dys to several mts ( 55 o C–65 o C)

(3) Several-month cooling and maturation phase

Biological Process of Composting

Abundance and variety of microbes indigenous to wastes are sufficient to compost the wastes

Microbes active in the compost process are:

Bacteria (mesophyllic and thermophyllic)

Actinomycetes

Fungi

Protoza

Rotifers

Food Web of a Compost pile

Tertiary Consumers centipedes, mites, beetles

Secondary Consumers nematodes, protozoa, rotifera ,

Primary Consumers bacteria, fungi, actinomycetes

Organic Residue

Site Selection for MW Processing

Large enough to receive projected waste volumes

& for technology used

Adequate buffer zone from neighbours with a prevailing wind that blows away from neighbours

A nearly level surface, 2-3% grade

A high soil percolation rate to avoid standing water but an impermeable surface as a base

Site Selection for MW Processing

A low water table to prevent site flooding

A central accessible location with good traffic flow

A water source for wetting compost piles & fire protection

Arrangements for leachate to be collected and treated

Windrows need shelter in regions of moderate to heavy rainfall

Physical Processing

Quantity and characteristics of the feedstock is collected and determined – MSW differs from other feedstocks

Nonbiodegradable and biodegradable separated through:

Separation (Recovery)

Manual Separation

Mechanical Separation

Size Reduction

Air Classification

Screening

Trommel

Magnetic Separation

Drying and Densification

Biological Processing Options

1) Turned Windrow

2) Static Aerated Pile

3) In-Vessel

-Horizontal Units

-Vertical Units

-Rotating Drums

NOTE:

Design and management of technical options must be based on the needs of microorganisms

Turned Windrows

Windrows

Composting

Sites

Natural Air Circulation in a Compost Windrow

Turned Windrow Systems

Most preferred method used in Ireland

Commonly used for rapid composting of yard wastes

Windrows are aerated regularly by turning

Constructed to be 6 to 10 ft high, 10 to 20 ft wide

The center of the pile insulated so that composting can continue when outdoor temperatures are below freezing

Finished compost can be made between 3 mts - 2 yrs

Rate of composting is generally directly proportional to frequency of turning

Typical 18 month schedule using Turned Windrow system

Autumn

Windrows formed

Using a front end loader

Summer

Windrows turned monthly

Winter

Windrows turned monthly

Spring

Windrows turned monthly

Autumn

Windrows dismantled

Room made for new incoming material

Next 6 Months

Compost screened

Moved to curing pile

Stabilised & yields N

March/April

Finished Compost

Peak Demand

Static Aerated Pile

Does not employ turning – ‘static’

Air is drawn or blown through a network of perforated plastic pipes under the windrows

Faster than windrow systems

Used where aeration and temperature control are crucial, (i.e. sludge or food processing wastes)

Works best with a material that is relatively uniform in particle size ( not > 1.5 to 2 in. in any dimension)

This blower forces air into a static compost pile.

Forced aeration in a bin type system

Passively Aerated Windrow

System (PAWS)

Permanent air outlets in the pad for an aerated static pile at a site in

Washington

In-Vessel Systems

Also referred to as

-Contained systems

-Reactor

-Bioreactor

Computer provides greater control of composting process

Raw waste is placed in a large container, with builtin aeration and mechanical mixing equipment

In-Vessel Systems

Protected from severe weather and odour containment

Low retention time (RT) (often <14 days)

Requires further compost processing - low RT is insufficient for thermophilic composting stage

Expensive to build and operate

Types of In-Vessel Systems

Horizontal Units

Vertical Units

Rotating Drums

Horizontal Units

Material contained and aerated in a long, horizontal reactor, usually build of concrete

Material may be moved in and out by:

A front end loader or conveyor system

Plug flow system – hydraulic ram

Moving floor system

Horizontal Bed Reactor

Vertical Units

Small land area

Enclosed and aerated in a vertical reactor known as “silos” or “towers”.

Compaction of material at the base reactor impedes aeration - anaerobic regions developing

Good for Sludge composting industry but not MSW

A vertical in-reactor composting system

Rotating Drums

Most common in-vessel composting approach

Combined with aeration in static piles or turned windrow

Feedstock introduced into one end of slowly rotating drum, inclined at about 5 degrees from horizontal

RT varies from 4-6 hours to 2-3 days

Drum allows homogenisation and screening of materials

A large-scale, Rotating Drum Composting Vessel

Some Biological Treatment Locations in Ireland

Facility Capacity Feedstock

Tralee Composting site 3,000 Household Organics

Limerick Composting Site

Galway Corporation Depot

Lucan Green Waste Composting

Aran Island Recycling Scheme

2,000

5,000

5,000

500

Household Organics

Household Organics

Green Waste

Household Organics

Ballinasloe Composting Site

Silliot Hill, Kildare

Kildare Sludge Plant

CTO Middleton

Kinsale Road Facility

Keady Composting Facility (Armagh)

McGill Facility (Cork)

Enviro Grind Ltd.

4,000

5,200

5,200

3,000

2,000

65,000

10,000

3,000

1,000

10,000

Household Organics

Commercial and Green Waste

Municipal Sludge

Commercial Organics

Green Waste

Organic and Green Waste

Commercial Sludges

Green Waste

Household Organics/ Municipal

Sludge

Green Waste

Shannon Vermicomposting

Robert Delaney

Down District Council Composting

Site

SimproIreland Ltd.

Organic Gold

1,800

4,000

3,000

Household Organics

Green Waste

Municipal Sludge, Cattle Manure

Technology

Windrow

In-Vessel and Windrow

Aerated Pile (VAR System)

Windrow

In-Vessel (Biosal Unit)

In-Vessel and Aerated Pile (Celtic

Composting)

VCU In-Vessel

TEG In-Vessel

Windrow

Windrow

Enclosed Aerated and Windrows

Enclosed Aerated

Windrow

Windrow

Windrow

Windrow

Windrow

Windrow

Problems associated with Composting of

Municipal Waste

1.

Leachate

Odours

Vector for organisms supports the proliferation of insects

2. Odour & VOC’s

Feedstock

Enhanced under anaerobic conditions

3. Dust

Agitation of composting materials

Bioaerosols

Problems associated with Composting of

Municipal Waste

4. Vermin, Birds & Insects

-

Nuisance Problems

-Pathogens in Final Product

5

.

Bioaerosols and other Health Risks

Hazard – pathogenic organisms in feedstock.

Pathway – ingestion of materials (for example from unwashed hands).

Receptor – compost site workers .

6. Fire

-Stored in bulk

Environmental Factors Affecting

Composting

1. Temperature

Thermophilic (45 –65 0 C) and Mesophillic (15-40 0 C).

Above this temperature spores produced (Resting Stage).

Microorganisms inactivated or die off.

Affected by its climatic surroundings and method of aeration.

In a windrow highest temperature reached in centre, lower at edges.

Environmental Factors Affecting

Composting

2. pH

Anaerobic digestion the pH level covers a narrow range (pH 6.5 to 7.5)

Aerobic- pH so broad difficulties rarely encountered with too high or too low pH in composting.

During the early stages the pH usually drops (down to about pH 5.0) because of organic acid formation.

An exception which can reduce the pH is fruit wastes which can reduce the pH to 4.5.

calcium hydroxide (lime) can be used as a buffer but it also lead to a loss in ammonium nitrogen.

Environmental Factors Affecting

Composting

3. Aeration (Anaerobic & Aerobic)

Anaerobic:

Advantages a) minimisation of the loss of nitrogen b) less costly

Disadvantages include: a) Slowness of decomposition b) Absence of high temperatures c) The presence of un-decomposed intermediates d) The un-pre-processed appearance of the product

Environmental Factors Affecting

Composting

Aerobic

Aerobic composting benefits from: a) A rapid rate of degradation b) Elevated temperature levels c) Absence of putrefactive

Oxygen uptake reflects intensity of microbial activity. Theoretically the amount of oxygen required is determined by the amount of carbon to be oxidised (Chrometzka, 1968).

Environmental Factors Affecting

Composting

4. Moisture Content

Moisture content and oxygen availability are closely related

If the moisture content of the mass is so high as to displace the air from the interstices (voids between particles) anaerobic conditions will develop within the mass .

The maximum permissible moisture content is a function of the structural strength of the particles of the material to be composted i.e. the degree of resistance of individual particles to compression.

Woodchips, straw and hay can be as high as 75 to 80% whereas paper (upon becoming wet, collapses and forms mats) has a permissible moisture content of 55 to 60%.

Factors affecting Composting

5. Substrate

The waste (referred to as the substrate) should contain all necessary nutrients.

Macronutrients

Carbon (C)

Micronutrients

Cobalt (Co)

Nitrogen (N)

Phosphorous (P)

Potassium (K)

Manganese (Mn)

Manganese (Mg)

Copper (Cu)

Factors affecting Composting

Substrate (cont.) only available if they are in a form that can be assimilated by the microbes.

Certain groups of microbes have an enzymatic complex that permits them to attack, degrade and utilise the organic matter found in freshly generated waste.

Others can only utilize decomposition products (intermediates) as a source of nutrients.

Factors affecting Composting

Carbon: Nitrogen Ratio (C: N)

The C: N ratio of the waste to be composted is the most important factor that requires attention.

A large percentage of the carbon is oxidised to carbon dioxide by the microbes in their metabolic activities .

The major consumption of nitrogen is in the synthesis of protoplasm consequently much more carbon is required.

The C: N of the substrate should fall within the range of 20-25:1.

Mmicroorganisms such as bacteria and fungi grow best with the proper level of Carbon and Nitrogen.

C: N (continued) (CAST STUDIES)

Galway City Council

At the Galway City Council composting site

-no clear cut method of establishing a

C: N ratio for the material.

-done by visual assessment and the experience of the operative

-Food waste is estimated at a C: N ratio of

15:1.

-Woodchip is added at the assessment of the operative

- Less woodchip is required if there is adequate shrub prunings in the incoming waste.

-More woodchip is added if there is a lot of grass in the incoming material as there is in summer

Celtic Composting

-The C: N of source separated biowaste is typically measured using the total nitrogen and volatile solids content of a sample screened to <10mm.

-Inclusion of large amounts of unavailable carbon from woody bulking materials will give a false high carbon reading.

- Normally bio-waste with high green waste content is fine.

-However, winter deliveries with little green waste needs nitrogen supplementation.

-In the UK, it is typical to include a lot of paper and cardboard in the bio-bins and this needs nitrogen additions also.

Similarly mixed waste composting often suffers from low nitrogen”

Economic Factors

The costs of a composting facility include land, labour and equipment.

It will divert waste that would otherwise need costly disposal. If the compost site is closer than the other disposal site, there will be savings in transport costs.

The finished compost can be used as a substitute for purchased mulch or topsoil in municipal landscaping.

If sold commercially, compost can generate revenues, which help defray processing costs.

Conclusion

From an environmental perspective, composting not only reduces the problems associated with landfills and incinerators, but the finished compost adds beneficial humus and nutrients to soil. Composting is a waste management solution, which can benefit municipalities and benefit the environment at the same time.

Questions?

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