50% capacity increase of an – 72 plant utilizing the original prilling tower maxim ferd oao giap,...
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50% CAPACITY 50% CAPACITY INCREASE INCREASE OF AN – 72 OF AN – 72
PLANTPLANT UTILIZING THE UTILIZING THE
ORIGINAL ORIGINAL PRILLING PRILLING TOWERTOWER
MAXIM FERDMAXIM FERDOAO GIAP, MOSCOW, RUSSIAOAO GIAP, MOSCOW, RUSSIA
VASIL GRANCHAROVVASIL GRANCHAROVNEOCHIM PLC, DIMITROVGRAD, BULGARIANEOCHIM PLC, DIMITROVGRAD, BULGARIA
Features of a typical AN – 72 plantFeatures of a typical AN – 72 plant: :
Design capacity 1360 MT/DayDesign capacity 1360 MT/Day
One - stage neutralization in reactors operating under One - stage neutralization in reactors operating under atmospheric pressure. atmospheric pressure.
One - stage evaporation under atmospheric pressure One - stage evaporation under atmospheric pressure in air currentin air current..
Ammonium nitrate melt is pumped from theAmmonium nitrate melt is pumped from the
ground level to the top of the prilling tower.ground level to the top of the prilling tower.
Steel - made prilling tower with a rectangularSteel - made prilling tower with a rectangular
cross - section is employed. cross - section is employed.
The fluidized bed cooler is placed outside theThe fluidized bed cooler is placed outside the
prilling tower. prilling tower.
Air coming from the evaporator and theAir coming from the evaporator and the
prilling tower, together with the steamprilling tower, together with the steam
exiting the secondary steam recoveryexiting the secondary steam recovery
system, undergo scrubber treatmentsystem, undergo scrubber treatment
prior to being vented to the atmosphere. prior to being vented to the atmosphere.
There are a total of 19 AN – 72 plantsThere are a total of 19 AN – 72 plants
built in the period 1977 – 1987, all ofbuilt in the period 1977 – 1987, all of
them in the FSU countries and a singlethem in the FSU countries and a single
one outside the FSU, built inone outside the FSU, built in
Dimitrovgrad, Bulgaria, and operated byDimitrovgrad, Bulgaria, and operated by
Neochim PLC. Neochim PLC.
The sole significantThe sole significant
improvement of the AN - 72improvement of the AN - 72
plants until nowadays, hasplants until nowadays, has
been the addition of filter been the addition of filter
packs as a final stage in thepacks as a final stage in the
scrubbers at the top of thescrubbers at the top of the
prilling tower. prilling tower.
Engineering decisions for the prilling tower include: Engineering decisions for the prilling tower include:
Replacement of the three fans supplying air toReplacement of the three fans supplying air to
the tower’s bottom and the six exhaust fans atthe tower’s bottom and the six exhaust fans at
the top of the tower by new ones with totalthe top of the tower by new ones with total
capacity 30 % greater than this of the originalcapacity 30 % greater than this of the original
ones. ones.
Replacement of the original 3 static granulatorsReplacement of the original 3 static granulators
by 2 vibro - granulators with a rotating basket,by 2 vibro - granulators with a rotating basket,
aiming at a narrower size distribution and to aaiming at a narrower size distribution and to a
greater - extent elimination of dust carryoutgreater - extent elimination of dust carryout
expected as a result of the increased airexpected as a result of the increased air
velocity in the tower’s cross - section. velocity in the tower’s cross - section.
Engineering decisions for the prilling towerEngineering decisions for the prilling tower
include: include:
Increase of the filter surface of the sixIncrease of the filter surface of the six
scrubbers at the tower’s top by 10 % and usescrubbers at the tower’s top by 10 % and use
of three - layer packs of filtrating material withof three - layer packs of filtrating material with
different layer characteristics. different layer characteristics.
Washing of the frontal filter pack’s surface withWashing of the frontal filter pack’s surface with
finely - spread secondary steam condensate . finely - spread secondary steam condensate .
Engineering decisions for the prilling towerEngineering decisions for the prilling tower
include: include:
Introduction of preliminary purification of theIntroduction of preliminary purification of the
secondary steam and air from the evaporators secondary steam and air from the evaporators
in a separate scrubber prior to the steam airin a separate scrubber prior to the steam air
stream being fed to the tower’s scrubbers. stream being fed to the tower’s scrubbers.
Introduction of additional ammonia air coolingIntroduction of additional ammonia air cooling
at the second stage of the fluidized bed cooler. at the second stage of the fluidized bed cooler.
Engineering decisions for the “wet” partEngineering decisions for the “wet” part
include:include:
Addition of a new neutralizer identical to theAddition of a new neutralizer identical to the
existing ones, an evaporator with modifiedexisting ones, an evaporator with modified
design, and of all necessary equipment for theirdesign, and of all necessary equipment for their
operation. operation.
Project MilestonesProject Milestones
Comparison of the plant’s major operational parameters beforeComparison of the plant’s major operational parameters before
and after the revamp.and after the revamp.
Item Before revamp After revampAmmonia 214.0 Kg/MT 211.5 Kg/MT
Nitric acid 780.0 Kg/ MT 777.3 Kg/ MT
17 Bar Steam 0.236 T/MT 0.181 T/MT
Power 20 kW/MT 22.9 kW/ MT
AN emission exit tower Less than 70Mg/NM3 12.8 Mg/NM3
Ammonia emission exit tower Less than 20 Mg/Nm3 5.4 Mg NM3
Granulometry 73% between 2-3 mm 90% between 2-3 mm
95 % between 1-4 mm 99 % between 1-4 mm
Maximum achieved capacity 1550 MT/Day 2350 MT/Day
50 % CAPACITY 50 % CAPACITY INCREASEINCREASE
CONCLU
SIONS
СПАСИБО МАКСИМ ФЕРД !СПАСИБО МАКСИМ ФЕРД !СПАСИБО “ГИАП “ !СПАСИБО “ГИАП “ !
THANK YOU ! THANK YOU !