2. DISPOSAL OF SOLID WASTE
METHODS:
1. OPEN DUMPING
2. SANITARY LAND FILLING / CONTROLLED TIPPING
3. SHREDDING & PULVERSATION
4. COMPOSTING
5. INCINERATION & THERMAL PYROLYSIS
6. BARGING (IN SEA)
3. 1. Open dumping
Open dumping of solid waste done in low laying areas.It
is comparatively chipper method . It is extensively used
in INDIA.
However it has following DISADVANTAGES :-
1. Public health hazard caused by breeding of flies
,mosquitoes , etc.
2. It causes air pollution
3. Large land is required for disposal of waste.
4.
5. 2. Sanitary Landfill
• Sanitary landfills have largely replaced open dumps.
• The land filling operation is essentially a biological
method of waste treatment since the waste is stabilized by
aerobic as well as anaerobic bacterial process.
• Entire land fill area is divided into smaller portions called
cell
• Refuge is dumped & compacted in layers of about 0.5 m
• When filling becomes 1.5 m it is covered by earth of
about 15cm thick (Daily cover )
• The process will continue till the most lift is piled up, over
which the final cover of good earth of about 0.6 m depth
shall be laid and well compacted.
6.
7. Properly designed Sanitary landfills:
• Prevent water infiltration and leaching of toxic fluids
• (LEACHATE = a liquid that has passed through or emerged
from solid waste and contains soluble, suspended, or miscible
materials removed from such waste)
• Prevent water pollution
• Reduce Vermin and pests
• Reduce smell, toxic gases and fire hazard
8. TO AVOID FORMATION OF LEACHATE :
The CAP system is provided at the top of sanitary land
fill to avoid formation of leachates .
It consist of following layer : -
• 45cm thick compacted clay layer at bottom.
• 15cm thick drainage layer consisting of sand.
• Geotextile filler membrane to protect drain from
clogging .
• 30cm soil layer (Vegetation Layer ) to promote
grassing.
9. ADVANTAGES :-
• Simple & economical
• No residue remain
• Separation is not required
DISADVANTAGES :-
• Dumping Site may not always be available
• Land fill gases become serious environmental
problem
• Leachate is produced ( chlorinated hydrocarbon
, benzene , xylene etc. ) pollute ground water
causes diseases like cholera , typhoid , polio etc.
10. 3.SHREDING & PULVERIZATION
Size and volume reduction is accomplished by shredding &
pulverization
Volume reduce upto 40 %
Also change physical character-odourless , unattractive to
insects
HAMMER MILL- Speed of hammer upto 1500rpm
Uniform size of 25 to 50 mm is obtained.
11. THE BAILING OF MSW :-
The pulverized MSW is converted into
rectangular blocks of size 1.5 m3 weighing 1 KN approx. by
compacting MSW under high pressure (700 kpa) in either
vertical or horizontal presses.
12. 4.COMPOSTING
• Definition : -
Biological method of decomposing solid waste.
It affects under aerobic & anaerobic condition
End product is manure / compost / humus
13. PROCESS OF COMPOSTING : -
The process starts with Mesophilic bacteria , which
oxidize the organic matter to CO2 & liberate heat.(Temp. 45 C )
Thermophilic bacteria take over & continue the
decomposition .(Temp. 60 C )
In about 4 to 5 weeks , the easily biodegradable
fraction gets consumed & the temp. of the compost mass starts
falling .
Complete stabilization occurs after the compost is
allowed to cure for another 2 to 8 weeks.
The entire composting gets completed in about 3 to
4 months .volume will be reduced by 50%.
The final product has earthy smell and dark brown
colour.
14. QUALITY STANDARDS FOR COMPOST
SR.
NO.
PARAMETER CONCEN. NOT TO EXCEED IN mg /kg OF
DRY COMPOST EXCEPT pH & C/N RATIO
1 ARSENIC 10.00
2 CADMIUM 5.00
3 CHROMIUM 50.00
4 COPPER 300.00
5 LEAD 100.00
6 MERCURY 0.15
7 NICKEL 50.00
8 ZINC 1000.00
9 C/N Ratio 20 – 40
10 pH value 5.5 – 8.5
16. Indore method
• It uses manual turning of refuse + night soil for its
decomposition under aerobic condition . Layers of vegetable waste
& night soil are alternatively piled in depths of @ 7.5 – 10 cm each
to total depth of 1.5 m in trench or above the ground to form
windrow.
• Windrow are conical in cross section , 50 m in length.
• Waste is aerated by periodically turning in the windrow . It
continues upto 4 –5 weeks.
17. BANGALORE METHOD
•It involves anaerobic decomposition of waste .
•No handling of mass is required .hence cleaner than Indore
method
•The refuse & night soil are piled up in layers in underground
earthen trench (10 x 1.5 x 1.5 m )
•Layer of earth is applied (15cm )
•Considerable heat gets evolved in the process . (temp. 75 c)
•After 4 – 5 months the refuse gets fully stabilized & changes
into brown coloured humus .
•This humus sieved on 12.5 mm sieve to remove stones ,
broken glasses ,etc.
18. 5. INCINERATION & THERMAL PYROLYSIS
Burning of refuse at high temp. in furnace is called
Incineration.
Only combustible matter are burnt and incombustible matter
either left unburnt or separated out for recycling and reuse
before burning solid waste .
Prior separation will reduce load on furnace.
Heat produced during burning of refuge is used in the form
of steam power for running turbines to generate electricity .
Quantity of steam depends upon moisture content in refuse.
Will need stand by diesel unit to obtain constant power.
20. ADVANTAGES & DISADVANTAGES
ADVANTAGES:-
•Ensure complete destruction of pathogenic bacteria.
•There is no odour or dust .
•Cost can be recovered by selling steam power & clinkers.
•Less space is required for disposal .
DISADVANTAGES :-
•Costly method
•Transport vehicles are required for disposal.
21. PYROLYSIS
DEFINATION:-
• Upon heating in closed container in oxygen free
atmosphere most of organic substances of solid waste can split
through combination of thermal cracking and condensation
reaction into gaseous , liquid & solid fractions .
• Pyrolysis may be used for reducing the quantities of
sludge produced in a water treatment plant , before their
ultimate disposal . It is endothermic reaction.
22.
23. When organic solid waste is pyrolysed we obtain following
three types of product at different stage or temp. :-
1. Gas stream :- H , CO ,CO2 CH4 and other.
2. Liquid fraction :- tar , oil (acetic acid )
3. Solid fraction :- charcoal (pure carbon + inert material)
24. 6.BARGING (IN SEA)
•It was used in past to dispose refuse by throwing it away into
the sea , after carrying it at reasonable distance from the coast
(16 – 20 km) Sea depth at disposal point should not be less
than 30 m .
•The direction of current should be such as not to bring it back
towards the shore
25. Disadvantages of barging
•The bulky & lighter particle do not settle down & tend to
return to the shores during high tides.
•The movements of ships is difficult during monsoons &
stormy weather.
•It may cause pollution of sea on large scale .