1.6_pome
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CHAPTER 1
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The palm oil industry has been expanding rapidly
in the last three decades in Malaysia, with the
planted area increasing by more than 11 fold
from 291,000 ha in 1970 to 3,313,000 ha in 1999.
Concomitantly, the number of palm oil mills has
also grown from 122 in 1977 to 334 in 1999,
having a total processing capacity of 69 million
tonnes fresh fruit bunches (FFB) per year.
Currently, Malaysia produces about 57 milliontonnes of FFB annually, from which 10.6 million
tonnes of crude palm oil and
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1.3 million tonnes of palm kernel oil areextracted.
In 1999, Malaysia exported 8.9 million tonnes
of palm oil, and is currently ranked as the
largest producer of palm oil in the world,accounting for 52% of the total world
production.
These figures put into perspective the
importance of the palm oil industry in theoverall industrial development of Malaysia
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The process to extract oil from the FFB requiresvoluminous amount of water, mainly forsterilizing the fruits and for oil clarification,resulting in the discharge of about 2.5 m3 of
effluent per tonne of crude oil processed. Thus in 1999, a total of about 26.5 million m3 of
effluent was generated from the Malaysian palmoil industry.
Fresh palm oil mill effluent, or POME as it ispopularly known, is an acidic brownish colloidalsuspension characterized by high contents oforganics and solids, and is discharged at atemperature of 80-90C (Table 1).
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STERILISATION
STRIPPING
DIGESTION
PRESSING
CLARIFICATION
CENTRIFUGATION PURIFICATION
DRYING
STORAGE
OilRecycle
NUT CRACKING
SHELL/KERNEL
SEPARATION
Sludge Palm Oil
FFB
Steriliser Condensate
Empty Bunches
Fibre
Nuts
WASTEWATER
KERNEL SHELLWASTEWATEROil
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It has been estimated that POME contributes
to about 30% of the total biochemical oxygen
demand (BOD) load exerted on the Malaysian
aquatic environment . As one of the major sources of pollution,
POME was among the first waste types to be
singled out for statutory control.
Table (1) also shows the regulatory dischargestandards currently in force
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This area basically to collect any oil escaped
from process area and collect and put at one
side as oil low quality. Most of this tank were
build using concrete and open loop steampiping for heating purpose. The oil was
skimmed due to density difference.
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The raw effluent is treated using a ponding
system comprising of three phases: anaerobic, facultative, algae processes.
Although the system takes a longer retentiontime of 90 days, it is: less sensitive to environment changes,
stable, Efficient could guarantee excellent pollutant biodegradation
efficiency of above 95%.
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This pond basically by practices consists in
series of two to four ponds depends on mill
effluent flowrate.
Anaerobic process involves breakdown ofalmost kinds of organic matters by rigorous
action of wide range of microorganism such
as methanobacteriales, methanobreivibacter
and others in the absence of oxygen or anyhigh oxidation chemicals.
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This process can be classified into three
stages:
Hydrolysis: protein, carbohydrates or lipids
converted into amino acid, sugar or fatty acid by
action of extra cellular from hydrolytic
microorganisms
Acidogenesis: Hydrolysed products form in 1st
stage are fermented, forming simpler organics
compound, preodiminantly volatile fattyacids(VFA)
Methanogenisis. VFA converted into methane and
CO2during this process.
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The two phase system allows greater
control of digester environmental
conditions.
Long solid retention times allow betterbiodegradation efficiencies.
Additional settling of liquor ensures
minimum loading to the aerobic process.
There is capability to cope with full
effluent load, regardless of fluctuation.
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Long hydraulic retention time of 4560 days
Solids accumulation that disactivate the activated
sludge
Large land requirement
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The principle of aerobic process for POME is
that in pond a community by microorganism
is constantly supplied with organic
matter(pollutants)and oxygen.
The microorganism consume the matter and
transforms by means of aerobic metabolism,
partly new microbial biomass and partly into
CO2, waters and minerals
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The flow of the feedwater brings about
constant, wash out of microorganism from
the 1stpond to the settler.
Here, the microorganisms which grow inflocs and have acquired a density to decant,
are retained and then removed with the
underflow.
Part of this sludge is the recycled to providebiomass to treat the new influent. The
surplus amount is discarded.
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