
Lesson 7: Composting
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Objective: To describe general
topics associated with the composting operations.
Goals:
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Describe the most commonly used composting
processes.
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Explain basic concepts associated with
aerobic and anaerobic degradation.
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Explain the environmental factors affecting
degradation processes.
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Explain the operational techniques used
to control composting processes.
Introduction
Definition:
Biological decomposition of organic
constituents of wastes under controlled conditions (approximately 70% of
MSW is decomposable).
General Information
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In 1995 - at least 15 MSW composting
operation in US
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Ten others have closed
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Dade Co., FL (closed) processed 800
tons/day using windrows
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Baltimore, MD facility processes 700
tons/day using a tunnel digester
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Yard Waste composting is the largest
use of the composting process
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In 1995 - over 3,300 yard waste composting
operation in US
Classified based on O2
use
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Aerobic
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High temperature
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Absence of odors
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Rapid decomposition
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Anaerobic
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Low temperature
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Odorous intermediate products
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Slow decomposition
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Minimum attention required
Environmental conditions and microbial
process
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Only degradable and non-hazardous materials
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Mixing or mechanical aeration required
in aerobic operations
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Temp - rises due to heat release during
exothermic degradation of organic matter
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If too high, >70° C destroys organisms
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Must be >~55° C to destroy pathogens
(see Table 8-3)
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50-60° C ideal
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Controlled through mixing and aeration
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Nutrients - often Nitrogen is limiting
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C/N ratio critical prameter, > 80:1
nitrogen limiting, optimum is ~ 25:1
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pH - optimum 7-8
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Moisture Content
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A moisture content of 50 to 70% is ideal
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Too low inhibits
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Too high - anaerobic conditions develop
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Particle size >1"
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Small to increase surface area
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Large to avoid anaerobic conditions
| Shreding
Equiptment for Pre-Processing Compost Materials |
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Composting Techniques
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Windrows
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2-6 months for decomposition
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Triangular piles; 7’ high and 14-16’
wide
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Aeration
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Turning by front end loader
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Specific turning equipment
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Compost Windrows Turned Using
a Scarab |
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Aerated Static Pile
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6-12 weeks for decomposition
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Mechanically aerated piles
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Diffuser underneath pile, air either
blown or sucked through pile
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10-12’ high
| Aerated
Static Pile |
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In-Vessel
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<1 week composting time
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Plug flow
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MSW placed in a chamber or vessel
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Mixing mechanism
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Aeration
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Sequenced reactions (aerobic/anaerobic)
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Controlled moisture content
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Proprietary processes - expensive
Pre- and Post-Processing
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Pre-processing
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Size reduction, screening, magnetic
separation
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Post-processing
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Screening to ensure degradation
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Curing to allow for continued microbial
action at a slower rate
MSW Compost Marketing Limitations
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lack of markets for finished product
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small volume reduction
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odor problems during processing
Page last
updated July 2001 by Dr. Reinhart
 
   

 
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