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7/24/2019 Conversion of SulfinolSM to BASFs aMDEA
1/12
Conversion of SulfinolSM
to BASFs aMDEA
Incitec Pivot has converted the carbon dioxide (CO2) removal system in its Gibson Island
ammonia plant from SulfinolSM
to aMDEA
in early 2007. SulfinolSM
solution is a mixture of
DIPA (di-isopropanolamine), sulfolane (tetrahydrothiophene dioxide) and water. The SulfinolSM
system had been used for more than 35 years and a solvent change was needed to reduce ongoing
chemical costs of the ammonia plant.
The sequence of project implementation, challenges encountered in design, commissioning and
operation of BASFs aMDEA
system (activated methyl di-ethanol amine) is explained in detail in
this paper.
Venkat Pattabathula, Incitec Pivot LtdGibson Island, Brisbane, Australia
Dr. Torsten Katz
BASF East Asia Regional Headquarters Ltd., Hong Kong
Introduction
ncitec Pivot operates an ammonia plantoriginally of 600 mtpd, designed by J.F.
Pritchard, which has been upgraded to 800mtpd over the years since its commissioning in
the late sixties. The unique features of thisammonia plant are a low pressure (450 psig, 32
bar) front-end, a high-pressure back-end (2600psig, 182 bar), a medium pressure steam system
(400 psig, 28 bar, 750 F, 400 C), a closed looprefrigeration system and a jet engine that drives
a reaction turbine, which in turn drives thesynthesis gas (syngas) compressor. The site also
has a urea plant of Vulcan Cincinnati design,which has also been upgraded over the years to
about 850 mtpd. The urea prilling section was
replaced with a Hydro Agri (now Yara)fluidised bed granulation unit in 1999.
The plant is located at Gibson Island (GI) in the
suburbs of Brisbane City on the East Coast ofAustralia.
Background
In ammonia plants, the carbon dioxide (CO2)
removal section is a key part of the ammoniaplant front-end where CO2 from process gas isseparated to provide more pure hydrogen (H2)
and nitrogen (N2) for the ammonia synthesisreaction. The recovery of CO2 is also required
as a supply for the production of granular ureaand liquid CO2. The economics of the ammonia
plant heavily depends on the efficiency of
I
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solvent systems used for the removal of CO2from process gas. Over the last five decades,
there have been many industry innovations fromordinary water wash to potassium solutions to
primary, secondary and tertiary amines.
The SulfinolSMCO2removal solution consists of
sulfolane (tetrahydrothiophene dioxide) andDIPA (di-isopropanol amine) up to a total
concentration of 65% in the system. SulfinolSM
was the preferred solvent when the Gibson
Island (GI) ammonia plant was built in the latesixties.
The CO2 removal system at GI is a single stagelean/rich solvent system (Figure 1) that consists
of major unit operations such as an absorber,
stripper and several heat exchangers. The leanSulfinol
SM solvent is fed to the CO2 absorber
where CO2 in process gas is absorbed in
SulfinolSM solution to produce CO2 richsolution. The rich solution is sent to the CO2
stripper after exchanging heat with the leansolution from the stripper in the lean/rich
solution exchangers.
A HP flash drum was installed as part of earlier
plant upgrade to remove inert gases from the
solution. The lean solution is further cooledagainst cooling water (CW) where remainingheat is removed. This additional heat load on the
cooling tower consumes a significant amount ofcity water, which has special importance due to
water supply restrictions from Brisbane CityCouncil. The Sulfinol
SM solvent is circulated
between absorber and stripper by two parallelpumps and a third pump is standing by.
The ammonia plant has a SulfinolSM reclaimer
where degraded chemical product known asoxazolidone is removed through vacuumdistillation and the sludge is used to coat a
product to suppress dust in the granulation plant.About 6 tonnes per day of steam are used in the
reclaimer reboiler.
An arsenic based solution that acts as acorrosion inhibitor is added on weekly basis to
maintain its levels in the system. The SulfinolSM
system had been very reliable with corrosion-
free operation ever since arsenic was added tothe system. Antifoam was also injected on a
needs basis to deal with foaming issues in the
CO2 stripper and absorber. The Sulfinol
SM
chemical makeup rates were quite high due todegradation of the solution to oxazolidone and
the costs were on an increasing trend due tohigher chemical prices.
Many SulfinolSM
systems in natural gas plants
have changed over to aMDEA
solvent forcapacity increases and reduced chemical costs.
The GI plant could be one of the few NH3plants in the world operating with SulfinolSM.
Typical composition of Sulfinol
SM
solution:- DIPA: 50-55%; Sulfolane: 10-15%;
Oxazolidone: 10-15%; water: 20-25%.
aMDEAProcess Simulation andDesign
BASF carried out an initial simulation of the
CO2 removal section. The recommendedstrength of aMDEA
was 40 wt%. BASF
identified the need to replace the randompacking with structured packing in the CO2
stripper (D601), as it was very short (5 m or 17ft) compared to their earlier plant retrofits.
Sulzer performed design checks on the stripperinternals and supplied the new internals.
Orica Engineering Services were involved in the
initial design checks and prepared engineeringspecifications for the side stream filtration unit.
Lean solution pump (P604s) curves werechecked and found suitable for the aMDEA
conversion. The Stripper overhead reflux pump,
(P603s) curves were also checked & found to beadequate, but new valve trim was required for
the stripper reflux drum (T604) level controlvalve, LCV602A.
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BASF advised on the solvent piping stress-relieving requirements for aMDEA
system.
Fortunately, no stress relieving measures wererequired for using aMDEA.
Modifications to ExistingSulfinolSMSystem
The following changes were made to the CO2stripper:
1. Replacement of current random packingwith high efficiency structured packing
(Figure 2) of Sulzer Mellapakto
increase mass transfer efficiency and
capacity.
a. Bottom 11 layers, Mellapak170X for higher capacity (of that3 layers thicker sheet material for
added strength).b. Top 13 layers, Mellapak M2X
for higher efficiency.2. Replacement of liquid downcomers with
envelope type downcomers for top washtrays.
3. Replacement of the flash gallery (Figure3) to conform to BASF design
requirements.4. Replacement of the liquid distributor
(Figure 4) to improve liquid distributionin the column.
5. New support grid (Figure 5) that issuitable for structured packing.
6. Opening up of all bubble caps (Figure 6)on the wash trays: some caps previouslyhad been blanked off.
7. Installation of stiffening plates (Figure7) on two wash trays in order to prevent
any damage to the wash trays duringoperation. This had become necessary,
as the distance between the flash galleryand trays was only 300 mm versus an
optimum design of 500 mm.8. A new side stream filtration unit and an
improved antifoam dosing system werealso installed as part of the project. The
side stream filtration is a common
feature that is required for this type ofsolvent system. Since the new system
requires lower circulation rates withaMDEA
as compared with Sulfinol
SM,
most of the existing equipment was
adequate.9. Corrosion coupons in rich & lean
solution lines.
No changes were made to the absorbercolumn and its internals already had SS
random packing.
Risk Assessments and HAZOP Study
This project was justified based on the reducedchemical costs, and savings from cooling water
and steam.
All phases of this project posed risk - design,engineering and implementation. Poor
implementation could have resulted in delays tothe plant start up due to the extension of the
post-2007 shutdown period. These risks wereminimised by the following:
- Choosing BASFs aMDEA
process withmore than 200 plants in operation.
- The supplier of chemical plant internals forabsorption and desorption columns, Sulzer,
carried out design checks and also suggestedmodifications suitable for the GI application.
Sulzer has been a main vendor for many ofBASFs designed plants & retrofit applications.
- Orica Engineering Shared Services (OESS)
reviewed the BASF and Sulzer designs, and allother existing equipment. OESSs expertise in
the design review of the packed columns furthermitigated risks to the project.
- Design reviews, risk assessments and HAZOP
studies were carried out.
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- Visits were made to existing ammonia plantsin the US and Western Australia that have
successfully changed over their SulfinolSM
systems to aMDEA. The long operating
experience gained at these plants was applied to
GI design and implementation.
- BASF provided classroom training to all shiftoperating teams prior to shutdown where unit
operations of CO2 removal system werediscussed in detail.
- Based on BASF information, a comprehensivetraining package for the new aMDEA
system
was developed for the ammonia plant operators.
- Incitec Pivot laboratory was supplied with new
analytical procedures by BASF and discussionswere held with BASF regarding tests foraMDEA
strength and foam.
The Project schedule was as follows:
Capital approval: May 2006Detail design: June 2006
Order material: June 2006Delivery of material: December 2006
Installation & Commissioning:February/March 2007.
Pre-Commissioning/Commissioning
During shutting down of the plant, all the
SulfinolSMsolution was transferred to its storagetank, T605. Then, the system was flushed with
condensate (demin water) by circulating withthe lean solution pumps. First wash water was
recovered to use it in another plant and 2nd
washwater that had very low levels of SulfinolSMwas
drained to plant effluent system. To insure thathydrogen was removed from the SulfinolSM
solution, the solution was regenerated by usingthe auxiliary steam reboiler prior to draining to
storage tank.
All new internals for the CO2 stripper werechemically cleaned prior to shutdown by
submerging them into a 3 wt% caustic solutionin a warmed-up bath outside the plant. The
purpose of the chemical cleaning is to remove
manufacturing oils, which are responsible forfoaming of the amine solution. After thechemical cleaning, the internals were rinsed
with demin water and it was confirmed therewas no potential for foaming in the rinse water.
The old internals such as flash gallery, liquid
distributor and SS random packing (raschigrings) were removed and the vessel was
inspected. We observed heavy scale build up onthe CO2 stripper vessel walls and as much of it
as possible was removed within the maintenancewindow by chipping it from the vessel. Then the
vessel was cleaned.
Extensive scale build up was also noticed on thebubble caps of stripper top wash trays and they
were sandblasted prior to reinstallation (Figures8 and 9).
The tube bundles of process gas reboilers,
E602A/B were removed and hydro blasted andthe shells, which had Sulfinol
SMsludge deposits,
were flushed with demin water.
Also inspected were the CO2 absorber (D602),vapour lines from E602s/E678, tube sheets of
solvent/solvent exchangers (E604s) and D601solution outlet lines.
Old packing support clips were removed and
new shims were provided prior to theinstallation of new internals.
New internals were installed in the CO2 stripper
under the supervision of a Sulzer field engineer.This took about a week.
Once the unit was handed back from
maintenance, the system was flushed withdemin water twice to ensure that suspended
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solids & iron levels were within BASFrecommendations.
For commissioning, the system demin water
was first added to the system and circulation
was established after pressuring the CO2absorber with nitrogen. Then aMDEA wasadded to the water and solvent circulation was
established in early March 2007, well ahead ofgas introduction to the CO2 absorber while the
reformer and shift converters were being heatedup. Finally, process gas was introduced to the
absorber and the entire aMDEA system was
run for a week at reduced gas rates during
synthesis converter catalyst reduction.
The side stream filter was first commissionedwith 20-micron polypropylene cartridge filters
and then switched to 5-micron filters. About 10litres of antifoam were injected to the system as
an initial charge prior to gas feed.
Operating Experience
The ammonia plant was initially operated at 600
mtpd until all the catalysts were reduced. Noissues were observed with the aMDEA
system.
Plant rates were then raised to 740 mtpd for few
days where the system was steady and finally,the plant rates were raised to a maximum of
860-865 mtpd.
At about 860 mtpd carryover of aMDEA
solution was experienced from the CO2 stripperinto the top reflux drum and then into the urea
plant. It was brought under control by dosingantifoam. Initially, it was necessary to dose
antifoam almost every 2 hours. The systemstrength was about 38% and it was brought up
to 40% by adding more aMDEA. We then
started isolating the side stream filter during thedosing of antifoam. Both these conditions
helped us to reduce foaming.
Overall, the aMDEA system has been fairly
steady except for the need to dose slightly more
antifoam than was originally anticipated.Overall, there are more benefits than originally
envisaged from this change to aMDEA, such
as reduced solvent circulation rates, lowerregeneration heat load and reduced heat
rejection to cooling tower.
N2blanketing system
A new nitrogen blanketing system (Figure 10)was installed on aMDEAsolution storage tank,
as it was not there on the original SulfinolSM
solution tank. As part of this, a pressure
regulator in the N2 supply line, a pressure reliefcoupled with vacuum breaker and a rupture disc
in the old tank vent line were installed (Figure10). The anchor plates of the tank foundation
were reinforced with additional supports andthis has helped to improve tank safety and
integrity.
Operating procedures were also modified toensure that, during plant outages, only lean
aMDEAis transferred to the storage tank after
regeneration of solution.
Summary
SulfinolSM conversion to aMDEA was a
successful project that helped to reduce
operating costs of the Gibson Islandammonia plant.
Significant energy savings were achieved bynot using the 2 bar (30psig) steam auxiliaryreboiler (E678), and by complete isolation
of the old SulfinolSM reclaimer system that
consisted of a steam reboiler, condenser andsludge handling system.
Handling of heavy metals such as arsenicbased corrosion inhibitors have been
discontinued with aMDEA, as the system
no longer requires a corrosion inhibitor.
The water make up to the CO2 removalsection was reduced from 2 Tonnes/hr to
0.75 Tonnes/hr.
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The previous very frequent manual handling
of chemical drums is no longer required.
The aMDEA
makeup requirements are
quite negligible in comparison to the
SulfinolSM
system. The aMDEA
solvent circulation rates were
reduced by about 25% v/s SulfinolSM
and
hence, there are energy savings from
reduced heat load on the cooling tower and
also from the lean solvent pumps.
The CO2 removal system with aMDEA
will allow us to operate the plant as high as
900 mtpd provided we dont have any other
constraints in the plant. This will be a
significant benefit for the long-term
operation of the plant.
A systematic approach to process design,risk assessments, design reviews, hazop
study, shutdown plans for the installation of
new internals in the CO2 stripper, reference
plant visits, operator training, pre-
commissioning and commissioning of the
new system has paid off well. There were nomajor hiccups after change over of the
solvent.
Authors Acknowledgment
The authors acknowledge the support providedby Agrium Kenai Nitrogen Operations (Bill
Switzer etal), Alaska for having shared their
experience in converting SulfinolSM
to
aMDEA
.
Also thanks is given to Yaso Vesely and Terry
Moses of Sulzer, Govind Mudaliar of Orica, GI
ammonia plant operations, the maintenance,
project engineering and laboratory teams, and
GI 2007 Shutdown team, who were involved inthe successful completion of this project from
conceptual stage to commissioning.
Table 1. Physical properties SulfinolSM
v/s aMDEA
SulfinolSM
aMDEA
pH: 10.7 10.1
Density, gm/ml 1.064 1.055
Viscosity, cP 92 6.4
Boiling point
of water free amine
mixture, C (oF) 285 (545) 247 (477)
Combustible No NoFlammable No No
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Table 2. Operating conditions SulfinolSM
v/s aMDEA
SulfinolSM
aMDEA
Production mtpd 820 860Lean solvent
Circulation flow, 705 535Tonnes/hr
Lbs per hour x 1000 1,554.5 1,179.6
CO2 stripper, D601Overhead temp, C (F) 87 (188) 77 (170)
CO2 slip ppm, D602 200 130
CO2 stripper, D601 5.5 2
Reflux flow, Tonnes/hr
Water make up to 2 0.75aMDEA
system,
Tonnes/hr
Regeneration heat load 121 (114) 92 (87)GJ/hr (BTU/hr)
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Figure 1: Flow sheet of CO2 removal system
Figure 2. New structured packing and locating grid
Feedgas
Treated Gas
AbsorberC1
Lean SolutionCooler
E-605 A/B
Make-Up
Water
Lean SolutionPump
Acid Off-Gas
StripperC9
CondenserE-606
Reboiler
E-602 A/B E-678
Solvent/SolventHeat Exchanger
E-604 A/B
Flash Gas
hp flashC4
E-604 C/D/E/F
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Figure 3. New flash gallery
Figure 4. New liquid distributor in CO2 stripper
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Figure 5. New support grid for packing in stripper
Figure 6. Wash tray on top of CO2 stripper
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Figure 7. New stiffening plates on the bottom of wash trays
Figure 8. Scale build up on old bubble caps from old trays
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Figure 9. Bubble caps after sand blasting
Figure 10. Nitrogen blanketing system for aMDEAstorage tank
36 2007AMMONIA TECHNICAL MANUAL