Leachate Management
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Transcript Leachate Management
Landfill Processes
Objectives
Describe the physical, chemical, and
biological processes occurring in a
landfill
Describe leachate quality (Table 4-3)
Describe leachate quantity
Discuss leachate management
Degradable particulate organic material
(Proteins Carbohydrates
and
Lipids)
Hydrolysis
Inert Soluble
Amino Acids & Sugars
Fermentation of
Amino acids &
Sugars
Long chain fatty
acids
Valerate, Butyrate,
& Propionate
Anaerobic
Oxidation of
LCFA
Anaerobic
Oxidation of
Acids
Anaerobic Pathway
Acetate
Acetotrophic
methanogenesis
Hydrogen
Methane
Hydrogenotrophic
methanogenesis
Stabilization Phases – Phase I:
Initial Adjustment
Initial waste placement
Preliminary moisture accumulation
Initial subsidence
Closure of landfill area
Stabilization Phases – Phase
II: Transition
Field capacity exceeded
Leachate formed
Electron acceptor shifts from oxygen to
nitrates to sulfates
Trend toward reducing conditions
Volatile acids appear
Stabilization Phases – Phase
III:Acid Formation
Volatile fatty acids predominate in
leachate
pH declines
Substrate conversion occurs
Stabilization Phases – Phase
IV:Methane Fermentation
Methane and carbon dioxide production
pH at minimum
Nutrient consumption
Precipitation of metals
Leachate BOD/COD declines
Stabilization Phases – Phase
V:Final Maturation
Biological dormancy
Nutrients limiting
Gas production ceases
Oxygen slowly reappears
Humic substances produced
Importance of Leachate Quality
and Quantity Determination
Design leachate collection systems
Design leachate treatment facilities
Determine acceptability of offsite
treatment
Estimate offsite migration potential
Factors Affecting Leachate
Quality and Quantity
Particle size
Compaction
Waste composition
Site Hydrology
Cover Design
Waste age
Landfill
design/operation
Sampling
procedures
Interaction of
leachate with
environment
BOD/COD Ratio
Relative biodegradability of leachate
Present for as long as 100 years
Tends to decline following onset of
methane formation
Relative Biodegradability of
Leachate
Biodegradability
Low
BOD/COD
COD/TOC
< 0.5
<2
Medium
0.5 – 0.75
2–3
High
> 0.75
>3
Nitrogen/Phosphorus
Indication of nutrient availability
Phosphorus may be limiting nutrient
Ammonia important buffer
Nitrogen present for long periods of
time
May control length of post closure care
period
pH
Influence chemical and biological processes
of precipitation, redox, sorption,
methanogenesis
Controlled by volatile acids during acid phase
After methanogenesis begins, controlled by
carbonates and ammonia
Major factor in controlling metal solubility
Heavy Metals
May act as inhibitors of biological
stabilization process
Water quality concerns
No discernable chronological pattern
Leachate concentration controlled by
sulfide, carbonate, chloride, and
phosphate
Leachate Quantity Estimation
Percent of Precipitation
Water Balance Technique (Figure 4-4)
HELP
Quasi 2-D deterministic computer-based
water budget model
Performs daily sequential analyses to
generate daily, monthly and annual
estimates of water routing
Purpose
To permit evaluators and landfill
designers wit a tool to rapidly evaluate
and compare the performance of
alternative landfill designs
Limitations
Model does not account for surface water run
on from outside landfill area
Model does not account for cracks in soil
Model does not account for vegetative
species other than grass
Model considers a wetting front
Does not model aging of liner
Requires extensive use of default parameters
Leachate Management Design
Steps
Layout management scheme
Select leachate removal technique
Size pump
Select storage
Select treatment and disposal
Leachate Storage
Underground storage tanks
Lagoons
Above ground tanks
three day’s storage at peak annual flow
Storage
Leachate Treatment/Disposal
On site
– biological
– chemical
– evaporative
– physical
Off-site treatment
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Last updated July 16, 2015 by Dr. Reinhart