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CO2-PO4
Course outcomes Program outcome
PO3: Ability to identify, formulate and
solve engineering problems
PO4: Ability to use a system approach to
design and evaluate operational
performance
1. Have an overall understanding of
management and legislative aspects
related to municipal solid waste
services
2. Apply knowledge of science and
engineering in the design and
management of collection, transfer
and disposal of solid waste
3. Understand and discuss issues
related to solid wastes services such
as waste minimization and the
impact of this sector on society and
economy
4. Have an appreciation of issues
related to industrial and hazardous
wastes
Content of lecture
• Physical properties of MSW
• Chemical properties of MSW
• Biological properties of MSW
• Physical, chemical and biological
transformation of solid waste
Physical properties of MSW
• Specific weight @ Density
• Moisture content
• Particle size and distribution
• Field capacity
• Compacted waste porosity
All of these parameters
need to be measured
before disposal of MSW
at landfill
Specific weight @ Density
Description
• Specific weight is defined as the weight of a material per unit volume (e.g. kg/m3 , lb/ft3 )
• Usually it refers to uncompact waste.
• It varies with geographic location, season of the year, and length of time in storage.
Significant
1. Specific weight provided information for predicting :-
• storage volume, after compaction in a collection truck and (collection of waste)
• after compaction within a landfill cell (landfill design)
Figure 1 : Type of waste with its range of weight Figure 2 : Type of compaction tools with is range
of density
Exercise
Component Density (kg/m3) Amount in sampled waste
(% by Wt)
Food waste 290 22
Mixed plastics 60 12
Glass 200 8
Ferrous and alumunium 200 12
Textiles 60 5
Dust, dirt 500 28
What is the average density of this solid waste mixture?
Answer : 254 kg/m3
During a sampling event at a tipping floor of a MRF, MSW is found to contain the
following components:
Moisture
Significant
1. It is useful for estimating heat content, landfill sizing, and transports requirements
2. It can be expressed either as a % of the wet weight or as a % of the dry weight of the material.
3. The wet-weight method is more commonly used and is expressed as follows :
M = (w-d)/w X 100
W = initial weight of sample as delivered (kg)
d = weight of sample after drying at 105oC (kg)
Definition : The moisture in a sample is expressed as percentage of the wet weight of
the MSW material
Example : Moisture content
Using the data for a MSW sample provided above, determine the average moisture content
of the sample. Base your calculations on a 100kg sample size
Solution Component Moisture content
(%)
Wt(%) Moist
weight
Dry weight
Paper waste 7 25 25 (1-0.07)(25)
Yard waste 55 18 18 (1-0.55)(18)
Food waste 65 20 20 (1-0.65)(20)
Plastic 2 5 5 (1-0.02)(5)
Wood 20 8 8 (1-0.20)(8)
Glass 3 7 7 (1-0.03)(7)
Metals 3 9 9 (1-0.03)(9)
Textile 12 8 8 (1-0.08)(8)
Total 100 72.21
Dry weight = [(moist weight)(100- % moisture]/100
Dry weight = [(100-72)/100](100%) = 28%
Field capacity (FC)
• Definition : Amount of moisture retained by mixed solids against the force gravity. Field
capacity varies with the degree of pressure applied to the waste and the state of decomposition
of the waste.
• This parameter is very critical because (1) aerobic microbial activity is optimized at/or
slightly below the field capacity (2) to predict leachate formation in landfills, compost piles,
or storage piles.
FC =0.6 – 0.55 (W/[4500 + W])
FC = % of dry weight of waste, W = overburden weight calculated at midheight of the
waste in lift (kg)
Hydraulic conductivity (K) of compacted waste
• K loose sample of MSW = 15 x 10-5 m/s
• K dense baled waste MSW = 7 x 10-6 m/s
• K for shredded waste MSW = 10-4 to 10-6 m/s